Att 3 - Final Drawings 1 of 4.pdf

B32 EXISTING B32 ADDITION

B401

EXISTING

TRAMWAY

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

GI001GI001

FINAL BID DOCUMENTS

676-21-701

TITLE SHEET

SHEET

NUMBER SHEET NAME

Approved By

ISSUED FOR

35% SD's

ISSUED

FOR 65%

DD's

ISSUED

FOR 95%

CD's

ISSUED

FOR 100%

CD's

FIRE PROTECTION

F001 FIRE PROTECTION LEGEND,

ABBREVIATIONS, AND DETAILS

Approver X X X

FL101 FIRE PROTECTION FIRST FLOOR LIFE

SAFETY PLAN

Approver X X X X

FL102 FIRE PROTECTION SECOND FLOOR LIFE

SAFELTY PLAN

Approver X X

FX101 FIRE PROTECTION BASEMENT FIRE

SUPRESSION PLAN– NEW WORK

Approver X X X

FX102 FIRE PROTECTION FIRST FLOOR FIRE

SUPRESSION PLAN – NEW WORK

Approver X X X

FX103 FIRE PROTECTION SECOND FLOOR FIRE

SUPRESSION PLAN – NEW WORK

Approver X X X

FA101 FIRE PROTECTION BASEMENT FIRE ALARM

PLAN - NEW WORK

Approver X X X

FA102 FIRE PROTECTION FIRST FLOOR ALARM

PLAN - NEW WORK

Approver X X X

FA103 FIRE PROTECTION SECOND FLOOR FIRE

ALARM PLAN - NEW WORK

Approver X X X

PLUMBING

P001 PLUMBING LEGEND, ABBREVIATIONS, AND

SCHEDULES

Approver X X

P100 PLUMBING UNDERGROUND PLUMBING

PLAN - NEW WORK

Approver X X

P101 PLUMBING BASEMENT PLUMBING PLAN -

NEW WORK

Approver X X

P102 PLUMBING FIRST FLOOR PLUMBING PLAN -

NEW WORK

Approver X X

P103 PLUMBING SECOND FLOOR PLUMBING

PLAN - NEW WORK

Approver X X

P104 PLUMBING ROOF PLAN - NEW WORK Approver X X

P401 PLUMBING ISOMETRIC DIAGRAMS Approver X X

P501 PLUMBING DETAILS & DIAGRAMS Approver X X

MECHANICAL

M001 MECHANICAL LEGEND, ABBREVIATIONS,

AND NOTES

Approver X X X X

MD101 MECHANICAL BASEMENT FLOOR PLAN –

DEMOLITION

Approver X X X

MD102 MECHANICAL FIRST FLOOR PLAN -

DEMOLITION

Approver X X X

MD103 MECHANICAL DEMOLITION ELEVATIONS Approver X X

MH101 MECHANICAL FIRST FLOOR DUCTWORK

PLAN – NEW WORK

Approver X X X X

MH102 MECHANICAL SECOND FLOOR DUCTWORK

PLAN – NEW WORK

Approver X X X X

MH103 MECHANICAL ROOF PLAN – NEW WORK Approver X X X

MP101 MECHANICAL BASEMENT PIPING PLAN –

NEW WORK

Approver X X X X

MP102 MECHANICAL FIRST FLOOR PIPING PLAN –

NEW WORK

Approver X X X X

MP103 MECHANICAL SECOND FLOOR PIPING PLAN

– NEW WORK

Approver X X X X

M401 MECHANICAL ENLARGED PLAN AND

SECTIONS

Approver X X

M402 MECHANICAL SECTIONS Approver X X

M501 MECHANICAL DETAILS AND DIAGRAMS Approver X X X X

M502 MECHANICAL DETAILS AND DIAGRAMS Approver X X X X

M503 MECHANICAL DETAILS AND DIAGRAMS Approver X X

M601 MECHANICAL SCHEDULES Approver X X X

M701 MECHANICAL CONTROL DIAGRAMS Approver X X X

M702 MECHANICAL CONTROL DIAGRAMS Approver X X

M703 MECHANICAL FLOW DIAGRAMS Approver X X

ELECTRICAL

E001 ELECTRICAL LEGEND, ABBREVIATIONS,

AND NOTES

Approver X X X X

ED101 ELECTRICAL DEMOLITION PLAN - FIRST

FLOOR

Approver X X

EP100 ELECTRICAL CONDUIT ROUTING PLAN Approver X X

EP101 ELECTRICAL POWER PLAN - FIRST FLOOR Approver X X X X

EP102 ELECTRICAL POWER PLAN SECOND FLOOR Approver X X X X

EP103 ELECTRICAL ROOF PLAN Approver X X

EL101 ELECTRICAL LIGHTING PLAN - FIRST FLOOR Approver X X X

EL102 ELECTRICAL LIGHTING PLAN - SECOND

FLOOR

Approver X X X

ES101 ELECTRICAL FIRST FLOOR SYSTEMS PLAN -

NEW WORK

Approver X X

ES102 ELECTRICAL SECOND FLOOR SYSTEMS

PLAN - NEW WORK

Approver X X X X

ET100 ELECTRICAL EXISTING BUILDING TELECOM

PLAN - NEW WORK

Approver X X

ET101 ELECTRICAL FIRST FLOOR TELECOM PLAN -

NEW WORK

Approver X X

ET102 ELECTRICAL SECOND FLOOR TELECOM

PLAN - NEW WORK

Approver X X

E501 ELECTRICAL DETAILS AND DIAGRAMS Approver X X X X

E502 ELECTRICAL DETAILS AND DIAGRAMS Approver X X X X

E503 ELECTRICAL DETAILS AND DIAGRAMS Approver X X X X

E504 ELECTRICAL TELECOM DETAILS AND

DIAGRAMS

Approver X X

E505 ELECTRICAL TELECOM DETAILS AND

DIAGRAMS

Approver X X

E506 ELECTRICAL DETAILS AND DIAGRAMS Approver X X

E601 ELECTRICAL SCHEDULES Approver X X X X

E602 ELECTRICAL SCHEDULES Approver X X X

E603 ELECTRICAL SCHEDULES Approver X X

E701 ELECTRICAL ONE-LINE DIAGRAM Approver X X

E702 ELECTRICAL TELECOM RISERS AND

DIAGRAMS

Approver X

E703 ELECTRICAL TELECOM RISERS AND

DIAGRAMS

Approver X

SHEET

NUMBER SHEET NAME

Approved By

ISSUED FOR

35% SD's

ISSUED

FOR 65%

DD's

ISSUED

FOR 95%

CD's

ISSUED

FOR 100%

CD's

GENERAL

GC101 GENERAL PHASING PLANS – PHASE 1 Approver X X

GC102 GENERAL PHASING PLANS – PHASE 2 Approver X X

GC103 GENERAL INFECTION CONTROL GENERAL

NOTES AND DETAILS

Approver X X

GC104 GENERAL INFECTION CONTROL PLANS Approver X X

CIVIL

C001 CIVIL LEGEND, GENERAL NOTES, AND SITE

DETAILS

Approver X X X

CD101 CIVIL PARTIAL SITE PLAN DEMOLITION Approver X X X X

CD102 CIVIL PARTIAL UTILITY PLAN DEMOLITION Approver X X X X

C101 CIVIL PARTIAL SITE PLAN NEW WORK Approver X X X X

C102 CIVIL PARTIAL SITE PLAN / UTILITIES Approver X X X

C103 CIVIL PARTIAL SITE PLAN GRADING AND

LANDSCAPING

Approver X X

C104 CIVIL UTILITIES PLANS AND PROFILES Approver X X

CI101 CIVIL PARTIAL SITE PLAN EROSION

CONTROL

Approver X X

C501 CIVIL DETAILS Approver X X X

C502 CIVIL DETAILS Approver X X

C503 CIVIL DETAILS Approver X X

C504 CIVIL LANDSCAPING DETAILS AND

SCHEDULES

Approver X X

HAZARDOUS MATERIALS

HA101 HAZARDOUS MATERIALS ASBESTOS

ABATEMENT

Approver X X

HL101 HAZARDOUS MATERIALS LEAD PAINT

ABATEMENT

Approver X X

STRUCTURAL

S001 STRUCTURAL NOTES, SCHEDULE AND

SPECS

Approver X X X X

S100 STRUCTURAL FOUNDATION PLAN Approver X X X X

S110 STRUCTURAL SECOND FLOOR FRAMING

PLAN

Approver X X X

S120 STRUCTURAL ROOF FRAMING PLAN Approver X X X

S121 STRUCTURAL ROOF TRUSS PLAN Approver X X X

S200 STRUCTURAL FOUNDATION DETAILS Approver X X X

S300 STRUCTURAL BUILDING SECTIONS Approver X X

S301 STRUCTURAL STAIR SECTION Approver X X

S500 STRUCTURAL FRAMING DETAIL Approver X X X

ARCHITECTURAL

A001 ARCHITECTURAL LEGENDS,

ABBREVIATIONS AND WALL TYPES

Approver X X X

AD101 ARCHITECTURAL FLOOR PLANS -

DEMOLITION

Approver X X X X

AS101 ARCHITECTURAL FIRST FLOOR PLAN - NEW

WORK

Approver X X X X

AS102 ARCHITECTURAL SECOND FLOOR PLAN -

NEW WORK

Approver X X X X

AS103 ARCHITECTURAL ROOF PLAN - NEW WORK Approver X X X X

AC101 ARCHITECTURAL REFLECTED CEILING PLAN

- FIRST FLOOR

Approver X X X

AC102 ARCHITECTURAL REFLECTED CEILING PLAN

- SECOND FLOOR

Approver X X X

AF101 ARCHITECTURAL FIRST FLOOR FINISHES

PLAN

Approver X X

AF102 ARCHITECTURAL SECOND FLOOR FINISHES

PLAN

Approver X X

A301 ARCHITECTURAL EXTERIOR ELEVATIONS Approver X X X X

A302 ARCHITECTURAL EXTERIOR ELEVATIONS Approver X X X X

A501 ARCHITECTURAL BUILDING SECTIONS Approver X X X X

A502 ARCHITECTURAL WALL SECTIONS Approver X X X

A503 ARCHITECTURAL SECTIONS AND DETAILS Approver X X

A504 ARCHITECTURAL SECTIONS AND DETAILS Approver X X X

A505 ARCHITECTURAL DETAILS Approver X X X

A506 ARCHITECTURAL DETAILS Approver X X X

A601 ARCHITECTURAL SCHEDULES AND DETAILS Approver X X X

A602 ARCHITECTURAL SCHEDULES AND DETAILS Approver X X X

A701 ARCHITECTURAL INTERIOR ELEVATIONS Approver X X X

VETERANS AFFAIRS MEDICAL CENTER

500 E VETERANS ST

TOMAH, WI 54660

CAMPUS MAP

500 E VETERANS ST

TOMAH, WI 54660

CAMPUS MAP

Project Number: 676-21-701

EHRM INFRASTRUCTURE UPGRADES TIER 2

PROJECT TEAM

PROJECT LEADER / ARCHITECT

SHEET INDEX

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

MECHANICAL

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

PLUMBING

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

FIRE PROTECTION

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

ELECTRICAL

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

CIVIL

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

STRUCTURAL

PHYSICAL SECURITY CONSULTANT

FAITH GROUP

3101 S. HANLEY RD, SUIT 100

ST. LOUIS, MO 63143

HAZARDOUS MATERIAL CONSULTANT

ENVIRONMENTAL MANAGEMENT CONSULTING, INC

W7748 CTY HWY V

LAKE MILLS, WI 53551

GEOTECHINICAL CONSULTANT

BRAUN INTERTEC CORPORATION

2309 PALACE ST.

LA CROSSE, WI 54603

1" = 30'-0"

LOCATION MAP

No. Description Date

UP

MDP

ATS-208-E

Q

ATS-2

08-C

R

B

P/1

MDP-

208-E

Q

KILL

SWITCH

FIRE

SYS

UPS

UPS

BIX

PNL A

POWER

COND

'A'

UPS

PNL

BYPAS

S

FLOW

IPX

IPX

IPX

LIGH

TNIN

G

PROTE

CTION

RACK

SERVER

SERVER

FIBER

FEED

LIEBER

T

DS

PA

UP

UP

MDP

ATS-208-E

Q

ATS-2

08-C

R

B

P/1

MDP-

208-E

Q

KILL

SWITCH

FIRE

SYS

UPS

UPS

BIX

PNL A

POWER

COND

'A'

UPS

PNL

BYPAS

S

FLOW

IPX

IPX

IPX

LIGH

TNIN

G

PROTE

CTION

RACK

SERVER

SERVER

FIBER

FEED

LIEBER

T

DS

PA

UP

EX. BUILDING

EX. TRAMWAY

TUNNEL

EX. TRAMWAY

TUNNEL

EX. BUILDING

EX. TRAMWAY

TUNNEL

EX. TRAMWAY

TUNNEL

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

GC101

KAB

GENERAL

PHASING PLANS

PHASE 1

HFB

NORTH

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

GC102

KAB

GENERAL

PHASING PLANS

PHASE 2

HFB

GC103

KAB

GENERAL

INFECTION CONTROL

GENERAL NOTES AND DETAILS

HFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

INFECTION CONTROL GENERAL NOTES:

INFECTION CONTROL RISK ASSESSMENT:

1/2" = 1'-0"

1 HOUR CONSTRUCTION (UL #465) & INFECTION CONTROL BARRIER

ICB-1

1/2" = 1'-0"

ICB-2

6 MIL. POLY CRITICAL BARRIER

MDP

ATS-208-EQ

ATS-208-CR

B

P/1

MDP-208-EQ

KILL

SWITCH

FIRE

SYS

UPS UPS

BIX

PNL A

POWER COND

'A'

UPS

PNL

BYPASS

FLOW

IPX IPX IPX

LIGHTNING

PROTECTION

RACK

SERVER

SERVER

FIBER

FEED

LIEBERT

DS

PA ???

UP

CLASS III / IV INFECTION CONTROL

INFECTION CONTROL - LEGEND

INFECTION CONTROL BARRIER PER

CLASS REQUIREMENTS; SEE INFECTION

CONTROL DESIGN NOTES ON SHEET

KEYED NOTES

INFECTION CONTROL BARRIER TYPE ICB-1. SEE GC103.

INFECTION CONTROL BARRIER TYPE ICB-2. SEE GC103.

GC103.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

1/4" = 1'-0"

EXISTING FIRST FLOOR PLAN

GC104

KABHFB

GENERAL

INFECTION CONTROL

PLANS

1/4" = 1'-0"

EXISTING BASEMENT PLAN

1/4" = 1'-0"

EXISTING TRAMWAY PLAN

C001

JMD

CIVIL

LEGEND, GENERAL NOTES,

AND SITE DETAILS

HFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

CD101

JMD

CIVIL

PARTIAL SITE PLAN

DEMOLITION

HFB

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

CD102

JMD

CIVIL

PARTIAL UTILITY PLAN

DEMOLITION

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

C101

JMDHFB

CIVIL

PARTIAL SITE PLAN

NEW WORK

1/8" = 1'-0"

PARTIAL SITE PLAN

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

C102

JMDHFB

CIVIL

PARTIAL SITE PLAN

UTILITIES

1/8" = 1'-0"

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

C103

JMDHFB

CIVIL

PARTIAL SITE PLAN

GRADING AND LANDSCAPING

1/8" = 1'-0"

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

C104

JMDHFB

CIVIL

UTILITIES

PLANS AND PROFILES

1/8" = 1'-0"

DUCTBANK A1 PLAN

NORTH

DUCTBANK A1 PROFILE

1/8" = 1'-0"

DUCTBANK B PLAN

NORTH

DUCTBANK B PROFILE

1/8" = 1'-0"

DUCTBANK A2 PLAN

NORTH

DUCTBANK A2 PROFILE

1/8" = 1'-0"

STORM PIPE PLAN

NORTH

NEW STORM PIPE PROFILE

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

CI101

JMD

CIVIL

PARTIAL SITE PLAN

EROSION CONTROL

SILT FENCE INLET SEDIMENT BARRIER

TEMPORARY CHAIN LINK FENCE AND GATE DETAIL

CONSTRUCTION SIGN DETAIL

SAFETY SIGN DETAIL

WARNING SIGN DETAIL

TEMPORARY SILT FENCE, SPECIAL (TOE-IN METHOD) DETAIL

BURIED ELECTRICAL VAULT DETAIL

NEW ELECTRIC POWER DUCT BANK FOR B32 ADDITION

C501

JMD

CIVIL

DETAILS

HFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

CURB & GUTTER/SIDEWALK DETAIL

C502

JMD

CIVIL

DETAILS

HFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

SIGN POST INSTALLATION DETAIL

CAR PARKING STOP DETAIL

TYPICAL STORM AREA INLET DETAIL

TYPICAL STORM MANHOLE DETAIL

TYPICAL PIPE BOLLARD DETAIL

CHAIN LINK FENCE DETAIL

CHAIN LINK FENCE GATE DETAIL

NEW ELECTRIC DUCT BANK A1

NEW ELECTRIC DUCT BANK B

TYPICAL REMOVABLE PIPE

BOLLARD DETAIL

NEW ELECTRIC DUCT BANK C

C503

JMD

CIVIL

DETAILS

HFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

C504

JMD

CIVIL

LANDSCAPING DETAILS AND

SCHEDULES

HFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

OPEN

OFFICES

OFFICE

CONFERENCE

ROOM

MECHANICAL

ROOM

TOILET

COMPUTER

ROOM

LOBBY

OFFICE

TOILET

MDP

ATS-208-EQ

ATS-208-CR

B

P/1

MDP-208-EQ

KILL

SWITCH

FIRE

SYS

UPS UPS

BIX

PNL A

POWER COND

'A'

UPS

PNL

BYPASS

FLOW

IPX IPX IPX

LIGHTNING

PROTECTION

RACK

SERVER

SERVER

FIBER

FEED

LIEBERT

DS

PA ???

MECHANICAL

ROOM

OFFICE

TOILET

001A

STORAGE

TELEPHONE

EQUIPMENT

ROOM

001A

UP

GENERAL NOTESGENERAL NOTES

KEYED NOTES:

LEGEND

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

1/4" = 1'-0"

EXISTING FIRST FLOOR PLAN

HA101

KABHFB

HAZARDOUS MATERIALS

ASBESTOS ABATEMENT

EXISTING BASEMENT PLAN

OPEN

OFFICES

OFFICE

CONFERENCE

ROOM

MECHANICAL

ROOM

TOILET

COMPUTER

ROOM

LOBBY

OFFICE

TOILET

MDP

ATS-208-EQ

ATS-208-CR

B

P/1

MDP-208-EQ

KILL

SWITCH

FIRE

SYS

UPS UPS

BIX

PNL A

POWER COND

'A'

UPS

PNL

BYPASS

FLOW

IPX IPX IPX

LIGHTNING

PROTECTION

RACK

SERVER

SERVER

FIBER

FEED

LIEBERT

DS

PA ???

MECHANICAL

ROOM

OFFICE

TOILET

001A

STORAGE

006A

TELEPHONE

EQUIPMENT

ROOM

001A

UP

GENERAL NOTESGENERAL NOTES

KEYED NOTES:

LEGEND

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

1/4" = 1'-0"

EXISTING FIRST FLOOR PLAN

HL101

KABHFB

HAZARDOUS MATERIALS

LEAD PAINT ABATEMENT

EXISTING BASEMENT PLAN

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S001S001

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

NOTES,SCHEDULES & SPECS

SHEET NAME SHEET NUMBER

NOTES,SCHEDULES & SPECS S001

FOUNDATION PLAN S100

SECOND FLOOR FRAMING PLAN S110

ROOF FRAMING PLAN S120

ROOF TRUSS PLAN S121

FOUNDATION DETAILS S200

BUILDING SECTIONS S300

STAIR/BUILDING SECTIONS S301

FRAMING DETAILS S500

C

B

A

S300

S300

HSS6x6x3/8

HSS6x6x3/8 HSS6x6x3/8

S301

ELEVATOR

PIT

F1

MP-1

F2

P1

F2 F2

F1

MP-1

WF36

WF36

W F

13' - 5 3/4" 7' - 4" 43' - 2" 1' - 0" 8' - 10" 1' - 0"

F

IE

L D

V E

R

IF

Y

F

IE

L D

V E

R

IF

Y

11' - 5 3/4" 51' - 10" 1' - 3"

9' - 0 1/8" 1' - 3"

EXISTING BUILDING

W F

E X

IS

T

IN

G

T

R A

M W

A Y

E X

IS

T

IN

G

B

U

IL

D

IN

G

TOF 96' - 0"

FINISH FLOOR

EL. = 100'-0"

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

R F

FS

FS

W F

WF16

W F

8" K.O.

8" K.O.

K

O

TOF 99' - 4"TOF 99' - 4"

TOF 95' - 0"

TOF 91' - 2"

TOF 96' - 0"

F

IN

IS

H

F L O

O R

E L

O

E Q

U

IP

M E

N T

P A

D

O

O R

D

IN

A T

E w

A

R C

H D

R A

W

IN

G S

STAIR PLATFORM

FRAMING

FINISH FLOOR

EL. = 100'-0"

F

S

TOF 96' - 0"

TOF 94' - 0"

F

IN

IS

H

F L O

O R

E L

(4 P

S I)

C O

N C

S

L A

B w x

W .9 x W

.9

W .W

.F O

V E

R M

IL

V

A P

O R

B A

R R

IE

R

A N

D

C O

M P

A C

T E

D G

R A

N U

L A

R F

IL

L

24'x12" THK'D SLAB EDGE w/ (3) #5 CONT.

TOF 91' - 2"

FS

SLAB LEDGE 99'-6 1/2"

BRICK LEDGE 99'-9"

BRICK

LEDGE

99'-9"

SLAB LEDGE 99'-6 1/2"

EXISTING FOUNDATION

WALL AND FOOTING

SAWCUT AS REQUIRED

EXISTING FOUNDATION

WALL AND FOOTING

SAWCUT AS REQUIRED

EXISTING FOUNDATION

WALL AND FOOTING

EXISTING FOUNDATION

WALL AND FOOTING

/2

/2

1 1/2"

9 1/2"

4"

(F

IE

L

D V

E R

IF

Y

BRICK LEDGE =

99'-9"

BRICK LEDGE 99'-4"

BRICK LEDGE 99'-9"

/2

/2

BRICK LEDGE

= 99'-9"

BRICK

LEDGE

99'-9"

SLAB LEDGE

99'-6 1/2"

NEW (C-2) HSS4x4x1/4

POSTS TO REINFORCE

EXISTING FIRST FLOOR

SLAB,TYP.

W F

NEW WF16

SAWCUT EXISTING

SLAB AS REQUIRED

O

M P

-1 M

W -1

C-2 C-2

C-2

C-2

C-2

C-1

C-1 C-1

S200

S200

TOF 94' - 10"

TOF 93' - 2"

TOF 91' - 2"

S200

TYP.

S200

TYP.

S200

S200

SIM.

CJ-W

SEE DETAIL 7/S200

S200

TYP.

S200

UFER ROD

COORDINATE w/

ELECT. CONTR.

SEE DETAIL 12/S200

14' - 9 1/2" 19' - 6" 19' - 4 3/4"

S200

S200

EXISTING

MANHOLES AND

VAULT TO REMAIN

S200

S200

15SIM.

SLAB LEDGE 99'-6 1/2"

TOF 91' - 2" TOF 94' - 0" TOF 96' - 0"

SUMP

S200

COORDINATE w/ MEP DRAWINGS

& CONTR. FOR ALL FOUNDATION

WALL PENETRATIONS

N E

W

L

E C

T

IC

U

C K

B A

N K

TOF 93' - 2"

S200

COORDINATE FOUNDATION

PENETRATIONS w/ MEP SHEETS

ET101, C102, C503 AND DETAIL 5/S200

COORDINATE FOUNDATION

PENETRATIONS w/ MEP SHEET

C102 AND DETAIL 5/S200

COORDINATE FOUNDATION

PENETRATIONS w/ MEP SHEETS

ET101, C102, C503 AND DETAIL 5/S200

NEW ELECTRIC DUCT BANK

N E

W E

L E

C T

R

IC

D U

C T

B A

N K

F.D.

F.D.

SUMP

EXIST 91' - 2"

COORDINATE SLAB

PENETRATIONS w/ MEP

SHEETS ET101, C102, C503

A

A

A

NEW 4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F.

SEE ARCH. SHEET AD101

B .B w

(2

C O

N T

L

E N

G T

H

L

O C

A T

E D

EXIST 91' - 2"

S301

C-2

8" 8'- 0"

BRICK LEDGE 99'-9"

S301

S110

EXCAVATION REQUIRES EXTREME CARE

EXCAVATION REQUIRES EXTREME CAREEXCAVATION REQUIRES EXTREME CARE

EXCAVATION REQUIRES EXTREME CARE

COORDINATE EXISTING CONDUITS w/

ELECTRICAL SHT. ET101 & CONTR. FOR

ALL WALL TELECOM PENETRATIONS 123

C

B

A

ELEVATOR

PIT

11' - 5 3/8" 1' - 0" 61' - 1 1/2"

11' - 5 3/4" 63' - 4 1/8"

EXISTING BUILDING

E X

IS

T

IN

G

T R

A M

W A

Y

E X

IS

T

IN

G

B U

IL

D

IN

G

FINISH FLOOR

EL. = 100'-0"

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

8" K.O.

8" K.O.

O

F

IN

IS

H

F L O

O R

E L

O

O

E Q

U

IP

M E

N

P

D

F

IN

IS

H

F L O

O R

E L

SEE DETAILS FOR

CONSTRUCTION AND

CONTROL JOINTS @

8'-0" O.C. MAX., TYPICAL

C

J

C.J.

C.J.

C.J.

C.J.

C.J.

C

J

C

J

C

J

C

J

C

J

C

J

C.J.

C.J.

C.J.

C.J.

C.J.

F.D.

F.D.

O

SAFTY CURB

SEE ARCH. PLANS

FOR LOCATIONS AND

SEE DETAIL 18/S200

FOR INSTALLATION

1 1/2" 9" 1 1/2"

/2

/2

6" 6"

1/2" A36 PLATE

TUBE COLUMN

SEE PLAN

9/16"Ø HOLES

1/4

1' - 0"

1/2" A36 PLATE

TUBE COLUMN

SEE PLAN

9/16"Ø HOLES

1 1/2" 3" 1 1/2"

/2

/2

1/4

3" 3"

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S100S100

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

FOUNDATION PLAN

NOTES:

-SPEED PLATES @ ALL COLD JOINTS

-8" K.O. INDICATES 8" KNOCKOUT

3/16" = 1'-0"S100

1 FOUNDATION PLAN

1/8" = 1'-0"S100

2 SLAB PLAN

FOOTING / PIER

FOOTIN PIER

MAR SIZE (L x W x D)

F1

F2

REINFORCING MAR

P1

SIZE (W x L)

16 x 16

LEN

3'-8"

T/PIER

99'-4"

REINFORCING

(4) - #5 BAR VERT. w/ #3 TIES 12" O.C. TOP 3 @ 4"

NOTES: 1. PIER DIMENSION INCLUDES THICKNESS OF CONC. WALL

48 x 48 x 12 (5) - #4 BAR E/W

84 x 84 x 18 (11) - #4 BAR E/W

MASONRY WALL & PIER REINF. SCHEDULE

SIZE / REINFORCINGMARK

NOTES: d= 2 1/2" @ 8" CMU; d = 3" @ 10" CMU; d = 3 1/2" @ 12" CMU

8" CMU WALL w/ FILLED CORES

48" O.C. & #5 BAR VERT.

COMMENTS

8" CMU WALL w/ FILLED CORES

24" O.C. & #5 BAR VERT.

8" x 16" CMU PIER w/ (2)-#5 BARS &

JOINT REINF. @ 16" O.C.

12" x 16" CMU PIER w/ (4)-#6 BARS &

JOINT REINF. @ 16" O.C.

16" x 24" CMU PIER w/ (12)-#10 BARS

& #3 TIES @ 16" O.C.

9 GA. JOINT REINF. EVERY OTHER COURSE

9 GA. JOINT REINF. EVERY OTHER COURSE

FULL HEIGHT

FULL HEIGHT

FULL HEIGHT

MW-1

MW-2

d d

MP-1

NOT

USED

NOT

USED

WALL FOOTING

MARK DIMENSIONS

WF16 16" x 8"

REINFORCIN

(2) - #5 BAR CONT.

WF24 24" x 12" (2) - #5 BAR CONT.

WF36 36" x 12" (3) - #5 BAR CONT.

COLUMN SCHEDULE

"A"TYPE txNxB "C" A.B. EMBED. DETAIL

MARK*

C-1 3/4" x 12" x 12" PL 4-1/2" (4) 3/4" Ø

BASEPLATESSIZE

* REFERENCE TO PLANS

HSS 6 x 6 x 3/8 12" BELOW

C-2 1/2" x 6" x 10" PL 1-1/2" (4) 3/4" ØHSS 4 x 4 x 1/4 6" BELOW

"B"

12" 4-1/2"

10" 3-1/2"

1" = 1'-0" HSS6x6 BASEPLATE

1" = 1'-0" HSS4x4 BASEPLATE

F.D. - INDICATES FLOOR DRAIN PITCH SLAB TOWARDS DRAIN.

(COORDINATE WITH ARCHITECTURAL PLANS)

EXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONS

FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS

PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION

REINFORCEMENT DEVELOPMENT & SPLICE LENGTH SCHEDULE

Fy = 60 KSI F'c = 4,000 PSI

BAR SIZE

CLASS A

SPLICE

LENGTH

CLASS B

SPLICE

LENGTH

TOP BARS

TOP BARS

OTHERS

OTHERS

#3 #4 #5 #6 #7 #8 #9 #10 #11

19 23

23 28 33 44 56 70 86

5443342522

36 42 57 72

56443328

NOTES

1. ALL SPLICE LENGTHS SHALL BE

CLASS B UNLESS NOTED OTHERWISE.

2. TOP BARS ARE HORIZONTAL BARS

W/ MORE THAN 12" OF CONCRETE

CAST IN THE MEMBER BELOW THE

REINFORCEMENT,(EXCEPT IN WALLS)

3. SPLICE & DEVELOPMENT LENGTHS

IN THIS SCHEDULE ARE BASED ON

THE SPACING GREATER THAN OR

EQUAL TO (6) BAR DIAMETERS &

CONCRETE COVER GREATER THAN

OR EQUAL TO TWO (2) INCHES, IN

NORMAL WEIGHT CONCRETE

B

A

S300

4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 0 1/2"

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

L

X

X

/4 L

X

X

/4

W18X35

W x

W

X

W x

W

X

W x

W x

W x

W x

W x

W

X

W x

W

X

W x

W x

L

X

X

/4

W18X35

W x

W

X

W x

W

X

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

L

X

X

/4

W18X35

S300

W18X50

ELEVATOR

S T

A

IR

D O

W N

S301 BP1

BRG. PLATE,

TYPICAL (UNO)

BP1

BRG. PLATE,

TYPICAL (UNO)

BP2

BRG. PLATE

B.B. w/ (2) #5 CONT.

B.B. w/ (2) #5 CONT.

B .B w

(2

C

O N

T

B .B w

(2

C

O N

T

BP2

BRG. PLATE

STAIR PLATFORM

L

X

X

/4

L x

IN

F

IL

L

IN

F

IL

L

IN

F

IL

L

LOWER STAIR

PLATFORM

13' - 6" 61' - 4"

11' - 5 3/4" 63' - 4"

9' - 0 11/16" 14' - 9 7/16" 19' - 6" 18' - 1 5/8"

DRIFT SNOW

REINF. @ 24" O.C.

4" / 1'-0" 4" / 1'-0"

R

ID

G E

EXISTING 2x6 RAFTER REINFORCE w/ NEW 2x6 SPF#1 AND (2)10d NAILS @

12" O.C., STAGGERED (TYPICAL)

FINISH FLOOR

EL. = 112'-0"

D R

IF

T

W12X26

C X

.5

C X

.5

C X

.5

C X

.5 W x

W12X26

W12X26

20 GA. POUR STOP, TYP.

20 GA. POUR STOP, TYP.

ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1 ML1 + VL-1

ML1 + VL-1 ML1 + VL-1 ML1 + VL-1 ML1 + VL-1

M W

-2

M W

-2

MW-2

MW-2

M W

-1

MW-2

M W

-3

MW-1

MW-2

ML2

M L

M L

M L

M L

EXISTING 2x6 RAFTER REINFORCE w/ NEW 2x6 SPF#1

AND (2)10d NAILS @

12" O.C., STAGGERED (TYPICAL)

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

L

X

-1 /2

X /4

L

X

-1 /2

X /4

L O

W R

O O

F

FINISH FLOOR

EL. = 104'-8"

EXISTING

BUILDING

E X

IS

T

IN

G

B U

IL

D

IN

G

EXISTING

BUILDING

E X

IS

T

IN

G

B U

IL

D

IN

G

S500

W12x14

C X

.5

C X

.5

S200

W6X15

W6X15

REINFORCING

REINFORCING

M W

-2

M W

-2

FINISH FLOOR

EL. = 112'-0"

EXISTING RIDGE

S301

C X

.5 H

S S

X

X

/4

3" / 1'-0" 3" / 1'-0"

1" EXP. JT.

1" EXP. JT.

COORDINATE CORE DRILLING

SLAB PENETRATIONS w/ MEP

SHEETS ET102, C102, C503

B

B

B

S500

W14X22

(113'-0" T.O.S.)

(113'-0" T.O.S.)

113'-0" T.O.S.

113'-0" T.O.S.

113'-0" T.O.S.

113'-0" T.O.S.

112'-0" T.O.S.

T O

P P

IN

G

O V

.5

C F g a

C O

M P

O S

IT

E

D E

C K

L5X3-1/2X1/4

FINISH FLOOR

EL. = 113'-5"

ML1 + VL-1

S301

S110

NEW CRICKET WITH ASPHALT

SINGLES ON 1/2" SHEATHING

OVER 2x6 P.T. SPF#1 @ 24" O.C.

OVER-FRAMING

S500

TYP

TYP

S500

S500

FINISH FLOOR

100' - 0"

T.O. FOOTING

96' - 0"

WF24 WF36

W12x14

CORRIDOR

13212

113'- 0"

T.O. STEEL

5" TOPPING OVER

1.5 CF 22 GA.

COMPOSITE DECK

L5x3-1/2x1/4 EDGE ANGLE

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

S500

1 TYP.

FOOTING

SEE PLAN

FDN. WALL

SEE PLAN

B.B. w/ (2) #5 CONT.

EXTERIOR WALL

SEE ARCH. PLANS

1' - 3" 9' - 0 1/8" 1' - 3"

2x F.T. BLOCKING

11' - 3 1/8" OUT/OUT STEEL

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S110S110

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

SECOND FLOOR FRAMING PLAN

3/16" = 1'-0"S110

1 2ND FLR FRAMING PLAN

MASONRY WALL & PIER REINF. SCHEDULE

SIZE / REINFORCINGMARK

NOTES: d= 2 1/2" @ 8" CMU; d = 3" @ 10" CMU; d = 3 1/2" @ 12" CMU

8" CMU WALL w/ FILLED CORES

48" O.C. & #5 BAR VERT.

COMMENTS

8" CMU WALL w/ FILLED CORES

24" O.C. & #5 BAR VERT.

8" x 16" CMU PIER w/ (2)-#5 BARS &

JOINT REINF. @ 16" O.C.

9 GA. JOINT REINF. EVERY OTHER COURSE

9 GA. JOINT REINF. EVERY OTHER COURSE

FULL HEIGHT

MW-1

MW-2

MP-1

12" CMU WALL w/ FILLED CORES

16" O.C. & #5 BAR VERT. 9 GA. JOINT REINF. EVERY OTHER COURSEMW-3

MASONRY LINTEL SCHEDULE

MEMBERMARK*

* REFERENCE TO FLOOR & ROOF PLANS

BEARING

EA.END DETAILSHAPE

BEARING PLATE

THICKNESS WIDTH LENGTH

HEADED STUDS

- / -ML1

8" CMU BOND BM w/(1)-#5 BAR & L5x3x5/16 LLH w/ 1/2" EPOXY.

ANCH's @ 16" O.C.

8" - - - -

- / -ML2

24" CMU BOND BM w/(2)-#5 BAR & L5x3x5/16 LLH w/ 1/2" EPOXY. ANCH's @ 16" O.C.

8" - - - -

- / -ML3 8" CMU BOND BM w/(1)-#5 BAR 8" - - - -

ML4 8" - - - -16" CMU BOND BM w/(2)-#5 BAR - / -

BEARING PLATE SCHEDULE

MEMBERMARK

BP1

* REFERENCE TO FLOOR & ROOF PLANS

WF BEAMS

BEARING PLATE

THICKNESS WIDTH LENGTH

1/2" 5" 8"

HEADED STUDS

(2) - 3/4"Ø x 5"

"L"

"W

"T

TOP VIEW

NTS

SIDE VIEW

NTS

BP2 WF BEAMS 1" 5" 8" (2) - 3/4"Ø x 5"

LINTEL SCHEDULE

MEMBERMARK*

VL-1

* REFERENCE TO FLOOR & ROOF PLANS

(1) - L5 x 3-1/2 x 5/16 LLV

BEARING

EA.END

8"

SHAPE

L-2 W8x28 + 15 x 5/16 PLATE

AND 1/4" STIFF. @ 16" O.C.

8"

L-1 (2) - L3-1/2 x 3-1/2 x 5/16 LLV + 13 x 5/16" PLATE

8"

1/8" = 1'-0"

DECK SCREW PATTERN2

S110

TOP OF STEEL = 111'-7" (U.N.O.)

EXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONS

FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS

PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION

3/8" = 1'-0"S110

2 CORRIDOR SECTION

B

A

S300

S300

W18X35

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W

X

W x

W

X

W x

L

X

X

/4

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

L

X

X

/4

L

X

X

/4 L

X

X

/4

L

X

X

/4

W x

W x

W x

W x

L

X

X

/4

W18X35 W18X35

BP1

BRG. PLATE,

TYPICAL (UNO)

BP1

BRG. PLATE,

TYPICAL (UNO)

EXISTING LOWER

HIP ROOF

BP2

BRG. PLATEBP2

BRG. PLATE

1/2"Ø x 3" EXP. BOLTS

@ 32" O.C., TYP. @

EDGE ANGLE

B.B. w/ (2) #5 CONT.

B.B. w/ (2) #5 CONT.

B .B w

(2

C

O N

T

B .B w

(2

C

O N

T

BP2

BRG. PLATE

S301

OPEN

ROOF

HATCH

3' - 7 9/16" 3' - 7 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 0 1/2"

3' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 1 1/4" 4' - 0 1/2"

/4

/4

/4

/4

LIFT BEAM

BELOW

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

HATCH INDICATES

50 PSF DRIFT SNOW

LOAD AREA

W12x14

4" / 1'-0"EXISTING RIDGE

EXIS

TIN

G H

IP

EXISTIN

G

H

IP

x

S

P F

R

A F

T E

S

O .C

O

V E

R

F R

A M

E D

C R

IC

K

E T

O V

E R

-F R

A M

IC

K E

T

D R

IF

T

S N

O W

A R

E A

D R

IF

T S

N O

W A

R E A

EXISTING 2x6 RAFTER REINFORCED w/ 2x6 SPF #1

& (2) 10d NAILS @ 12" O.C., TYPICAL

W18X55

W12x14

W12x14

C X

.5 C

X

.5

ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1 ML1 + VL-1

ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1ML1 + VL-1 ML1 + VL-1

1/2"Ø x 3" EXP. BOLTS

@ 32" O.C., TYP.

L2 LINTEL

L2 LINTEL

L

X

X

/4

L

X

X

/4

W x

W x

L

X

X

/4

L4x4x1/4 EDGE ANGLE

@ PERIMETER, TYPICAL

L4x4x1/4 EDGE ANGLE

@ PERIMETER, TYPICAL

L4X4X1/4

M L

M L

M L

EXISTING 2x6 RAFTER REINFORCED w/ 2x6 SPF #1

& (2) 10d NAILS @ 12" O.C., TYPICAL

S500

S500

TYP.

S500

TYP.

FINISH FLOOR

EL. = 128'-5"

C X

.5

RTU

1000#

RTU

1700#

RTU

1700#

RTU

1700#

RTU

1700#

RTU

1000#

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

21' - 6 1/2" 14' - 9 1/2" 19' - 6" 19' - 4 5/8"

5' - 6" 4' - 3 1/4"

4' - 3 1/4"

/1

123' - 7 3/4" EL

RIDGE

S500

S500

L4X4X1/4

L4X4X1/4

/2

C12x20.7x0'-6"

BEAM SEAT

SEE DTL. 13/S500

C12x20.7x0'-6"

BEAM SEAT

SEE DTL. 13/S500

3" 1' - 4"

(4) TOTAL

#4 x 5'-0" LAY ON DECK

S500

TYP

TYP

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S120S120

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

ROOF FRAMING PLAN

3/16" = 1'-0"S120

1 ROOF FLOOR FRAMING PLAN

MASONRY LINTEL SCHEDULE

MEMBERMARK*

* REFERENCE TO FLOOR & ROOF PLANS

BEARING

EA.END DETAILSHAPE

BEARING PLATE

THICKNESS WIDTH LENGTH

HEADED STUDS

- / -ML1

8" CMU BOND BM w/(1)-#5 BAR & L5x3x5/16 LLH w/ 1/2" EPOXY.

ANCH's @ 16" O.C.

8" - - - -

- / -ML2

24" CMU BOND BM w/(2)-#5 BAR & L5x3x5/16 LLH w/ 1/2" EPOXY. ANCH's @ 16" O.C.

8" - - - -

- / -ML3 8" CMU BOND BM w/(1)-#5 BAR 8" - - - -

ML4 8" - - - -16" CMU BOND BM w/(2)-#5 BAR - / -

BEARING PLATE SCHEDULE

MEMBERMARK

BP1

* REFERENCE TO FLOOR & ROOF PLANS

WF BEAMS

BEARING PLATE

THICKNESS WIDTH LENGTH

1/2" 5" 8"

HEADED STUDS

(2) - 3/4"Ø x 5"

"L"

"W

"T

TOP VIEW

NTS

SIDE VIEW

NTS

BP2 WF BEAMS 1" 5" 8" (2) - 3/4"Ø x 5"

TOP OF STEEL = 128'-0" (U.N.O.)

LINTEL SCHEDULE

MEMBERMARK*

VL-1

* REFERENCE TO FLOOR & ROOF PLANS

(1) - L5 x 3-1/2 x 5/16 LLV

BEARING

EA.END

8"

SHAPE

L-2 W8x28 + 15 x 5/16 PLATE

AND 1/4" STIFF. @ 16" O.C.

8"

L-1 (2) - L3-1/2 x 3-1/2 x 5/16 LLV + 13 x 5/16" PLATE

8"

S120 1/8" = 1'-0"

DECK SCREW PATTERN

EXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONS

FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS

PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION

B

A

S300

S300

1" B 22 ga. ROOF DECK OVER

LIGHT GAUGE METAL TRUSS

FRAMES @ 24" O.C.

RECESSED MECHANICAL AREA

SLOPED TOWARDS ROOF DRAINS

50 PSF DRIFT SNOW LOAD

B g a R

O O

F D

E C

K O

V E

R L

IG

H T

G A

U G

E M

E T

A L T

R U

F

A

M E

S

O .C

B g a R

O O

F D

E C

K O

V E

R L

IG

H T

G A

U G

E M

E T

A L T

R U

F

A

M E

S

O .C

1" B 22 ga. ROOF DECK OVER

LIGHT GAUGE METAL TRUSS

FRAMES @ 24" O.C.

H

IP TR

U

SS

6" - CONT. METAL TRACK

C

O N

T M

E T

A L T

R A

C K

6" - CONT. METAL TRACK

C

O N

T M

E T

A L T

R A

C K

ROOF

HATCH

EXISTING LOWER ROOF

5" / 1'-0" 5" / 1'-0"

SEE SHEET S120

FOR LOWER ROOF

REINFORCING

H

IP

T R

U

SS

H

IP

T R

U

SS

H

IP TR

U

SS

362S162-54 STUD

362S162-54 STUD

362S162-54 STUD

S

-5

S

T U

D

S

-5

S

T U

D

S

-5

S

T U

D

S

-5

S

T U

D

(4) #10 TEKS SDS

@ EACH END, TYPICAL

3x3x0'-8" - 12 GA. ANGLE w/

(3) 1/4"Ø x 2 3/4" TAPCONS

INTO CONC., TYPICAL

(4) #10 TEKS SDS

@ HORZ. TRUSS

MEMBER, TYPICAL

DETAIL 'A'

DETAIL 'A'

DETAIL 'A'

DETAIL 'A'

JACK TRUSSES @ 24" O.C., TYPICAL

ATTACH ROOF SHEATHING w/

#8 SDS @ 12" O.C. MIDSPAN &

6" O.C. AT PANEL EDGES

(4) #10 TEKS SDS

@ EACH END, TYPICAL

12"

5"

.0

362S162-54 STUD

362S162-54 STUD

362S162-54 STUD

S

-5

S

T U

D

S

-5

S

T U

D

S

-5

S

T U

D

S

-5

S

T U

D

(4) #10 TEKS SDS

@ EACH END, TYPICAL

3x3x0'-8" - 12 GA. ANGLE w/

(3) 1/4"Ø x 2 3/4" TAPCONS

INTO CONC., TYPICAL

(4) #10 TEKS SDS

@ HORZ. TRUSS

MEMBER, TYPICAL

DETAIL 'A'

DETAIL 'A'

DETAIL 'A'

DETAIL 'A'

HIP TRUSSES @ 24" O.C., TYPICAL

ATTACH ROOF SHEATHING w/

#8 SDS @ 12" O.C. MIDSPAN &

6" O.C. AT PANEL EDGES

(4) #10 TEKS SDS

@ EACH END, TYPICAL

12"

3 1/2"

.0

362S162-54 STUD

.0

S

-5

S

T U

D

DETAIL 'A'

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S121S121

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

ROOF TRUSS PLAN

3/16" = 1'-0"S121

1 ROOF TRUSS FRAMING PLAN

1/2" = 1'-0"S121

2 TRUSS 1 DIAGRAM

EXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONS

FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS

PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION

1/2" = 1'-0"S121

3 HIP TRUSS DIAGRAM

COL

T/SLAB

EL. SEE PLAN

T/FTG.

EL. SEE PLAN

CONCRETE

SLAB

CONCRETE

FOOTING

REINFORCING

SEE SCHEDULE

1 1/2" GROUT

WRAP COLUMN

IN #30 FELT

COLUMN

C

L

R S E

E S

C H

E D

U L E

TYP. FROST WALL

W/ 2-#5 BAR CONT.

TOP & BOTTOM

FOOTING

SEE PLAN

SLAB LEDGE

SEE PLAN

BRICK LEDGE

SEE PLAN

WATER PROOFING

MEMBRANE

5' - 0"

(L A

T C

H S

ID

E

8" FOUND.

WALLS AT

STOOPS

DO NOT COMPACT SAND &

USE 1-1/2" BD. INSULATION

5" CONC. SLAB

PITCH SLAB-VERIFY

#4 @ 12" O.C. EA. WAY

1 - #4 CONT.

T & B

#4 @ 24" O.C.

ROUGHEN SURFACE

INTERIOR EXTERIOR

TOP OF FT`G

ELEV. 96'-0"

FFE

ELEV. 100'-0"

EXTERIOR FACE

OF WALL

OR 24" MIN.

CLASS B

CONT. VERTICAL 2X4 KEYWAY. PROVIDE

6" WIDE PVC WATERSTOP WHERE LIQUID

TIGHT JOINTS ARE REQ`D.

CSN-3/4 CHAMFER STRIP

EXTERIOR FACE OF WALL

NOTE:

SEE PLAN FOR CJ-W LOCATIONS. UNLESS NOTED

OTHERWISE PROVIDE WALL CONTROL JOINT

CJ-W IN LINE WITH SLAB CONTROL JOINTS OR 60

LINEAL FEET MAX.

PROVIDE DOWELS

SAME

SIZE AND SPACING

AS HORIZ. BARS

TYP. VERT. WALL

REINF. (2)-#5

(TYP.)

CLASS B

(T Y

P

C L A

S S

B

WIDTH OF WALL KNOCK OUT

#4X18 DOWEL AT

MID DEPTH OF SLAB

CONC. SLAB

EXTEND THICKENED SLAB

THROUGH KNOCK-OUT

FROST WALL

1/2" EXP. JOINT

M

IN

/2

M

IN

FIRST POUR

M

IN

S L

B

H

IC

K

N E

S S

SECOND POUR

SLAB REINFORCING

GREEN STREAK SPEED PLATE PER

MFGR'S SPECS (SEE ALSO BELOW)

OR #6 x 18" DOWEL 12" O.C. w/ SLIP

DOWEL SLEEVE

1' - 0" 1' - 0"

CONST. JOINT TO BE USED

AT END OR EACH POUR

SLAB DEPTH

5"-6"

7"-8"

9"-11"

SPEED PLATE

DIMENSIONS

1/4"x4"x6"

3/8"x4"x6"

3/4"x4"x6"

SPACING

18" O.C.

18" O.C.

18" O.C.

TYP.

16' - 0"

(2) #5 TYP.

WALL OPENING

16 GA. SLEEVE

COORDINATE w/ MECH.

APPLIES TO 8" OR LARGER

OPENINGS

16 GA. SLEEVE

COORDINATE w/ MECH.

WALL OPENING

(4) #5 TYP. FOR 18" Ø OR

SMALLER,

(4) #8 FOR LARGER THAN 18"Ø

T

Y

P

STD. HEX NUT 2

E M

B E

D

P R

O J

TACK

F1554 GRADE 36

THREADED ROD.

SEE SCHEDULE

FOR A.B. DIA.

STRUCTURAL WASHER

T.O.F 91' - 2"

EXISTING BASEMENT

95' - 2"

4" CONC. SLAB w/

REINFORCING SEE PLAN

24'x12" THICKENED SLAB EDGE w/ (3) #5 CONT.

2' - 0"

1" ISOLATION FILLER

8" CMU WALL

SEE PLAN

EXISTING

FOOTING

EXISTING

FOUNDATION WALL

EXISTING SLAB

EXISTING

MASONRY WALL

GYP. BD. & STUD

WALL SEE PLAN

FIRST FLOOR

100' - 0"

EXISTING BASEMENT

95' - 2"

4" CONC. SLAB w/

REINFORCING SEE PLAN

1/2" ISOLATION FILLER

8" CMU WALL

SEE PLAN

4" CONC. SLAB w/

REINFORCING SEE PLAN

1/2" ISOLATION FILLER

3' - 0"

94'-10"

T.O. FTG.

RF36

(3) #5 CONT. &

#5 SHORT @ 18" O.C.

#5 DWL @ 16" O.C.

12" CONC. WALL

SEE PLAN

GYP. BD. & STUD

WALL SEE PLAN

GYP. BD. & STUD

WALL SEE PLAN

#4 DWL @ 16" O.C.

T/ WALL

SEE PLAN

T/ FTG.

SEE PLAN

EXISTING WALL

#6 x 16" @ 12" O.C.

DRILL & DRIVE w/

6" MIN. EMBED

ROUGHEN EXISTING

SURFACES TO 1/4" AMP

AT ALL INTERFACES

EXISTING CONC.

WALL & FTG

#6 x 16" @ 12" O.C.

DRILL & DRIVE w/

8" MIN. EMBED

NEW CONC.

WALL & FTG

PROVIDE BENTONITE WATER STOP AT

ALL NEW TO EXISTING WALL JOINTS

4 AWG OR LARGER COPPER

GROUNDING ELECTRODE CONDUCTOR

SUITABLE CORROSION

PROTECTION WHERE

EXISTING CONCRETE

FOUNDATION WALL

#4 OR LARGER

BAR BONDED TO

FOOTING REBAR

MIN. 20' LENGTH OF #4

OR LARGER REBAR

NOTE:

COORDINATE INSTALLATION

W/ ELECTRICAL CONTRACTOR

P

O

J

E

C

T

I

O

N

FINISH FLOOR

100' - 0"

EXTG. FIRST FLOOR

104' - 8"

T.O.F 91' - 2"

EXISTING BASEMENT

95' - 2"

1/2" ISOLATION

FILLER

4" CONC. SLAB w/

REINFORCING SEE PLAN

12" CONC. WALL

SEE PLAN

EXISTING

FOOTING

EXISTING CMU

FOUNDATION WALL

EXISTING SLAB

PATCH AS REQUIRED

EXISTING 1-WAY

SLAB STRUCTURE

N E

W O

P E

N

IN

G

REMOVE EXISTING

BRICK VENEER &

CLAY BLOCK

8" CMU WALL

SEE PLAN

(3) #4 DWL @

DOOR THRESHOLD

8" CONC. WALL

SEE PLAN

(2) #5 CONT.

T. & B.

(3) #4 DWL @

DOOR THRESHOLD

NEW

OPENING

L6x4x5/16 LEDGER ANGLE w/ (4) 1/2"Ø EXP. ANCH'S @

DOOR THRESHOLD

#4 DWL @ 24" O.C.

DOOR THRESHOLD

(2) #5 CONT.

T. & B.

16" B.B. w/

(2) #5 CONT.

CUT BLOCK AS REQ'D

& GROUT SOLID

NEW CONC.

THRESHOLD AS REQ'D

#5 @ 12" O.C., EACH WAY

CORRIDOR

13211

ELEV.

E1

#5 DWL @ 16" O.C.

#5 DWL @ 16" O.C.

2" EXP. JT.

2" EXP. JT.

#5 VERT. @ 16" O.C.

8" B.B. w/

(1) #5 CONT.

NEW

OPENING

95' - 2"

EXISTING BASEMENT

91' - 2" T.O.F.

104' - 8"

EXISTING 1ST FLOOR

EXISTING

FOUNDATION

WALL

NEW 8" CMU WALL

11 5/8"

1 3/4"

7 5/8"

CONCRETE

FOUNDATION

WALL

L4x4x1/4 w/ 1/2"Ø x 1 1/2"

SLEEVE ANCHORS @ 16" O.C.

1/2" ISOLATION

JOINT

BENTONITE

WATER STOP

FINISH FLOOR

100' - 0"

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

4"

4" CONC. EQUIPMENT PAD

w/6x6 - W2.9xW2.9 W.W.F.

#3 DWL @ 24" O.C.

AT PAD PERIMETER

DRILL AND EPOXY

INTO 4" SLAB, TYP.

M A

X

COLUMN, SEE PLAN SEE FOUNDATION PLAN FOR

COLUMN SIZE, BASEPLATE,

& ANCHOR BOLTS

NON SHRINK GROUT

SLAB ON GRADE,

SEE PLAN

ANCHOR BOLTS

SEE PLAN

TIES

SEE PLAN FOR PIER SIZE,

VERTICLE REINF; & TIES

STANDARD 90° HOOK

SEE FOOTING SCHED. FOR

FOOTING SIZE & REINF.

/4

S

E T

T

IN

G P

L A

T E

O N

/4

G R

O U

T

3"

T/FOOTING ELEV.

SEE PLAN

T/SLAB

SEE PLAN

1/4"

L5x3 1/2x1/4 LLV EDGE ANGLE

FASTEN TO CONCRETE w/ 1/4"Ø x

2 3/4" LG. TAPCON ANCHORS @

48" O.C.

4" CONCRETE

SEE PLAN

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S200S200

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

FOUNDATION DETAILS

1/2" = 1'-0"S200

1 COLUMN BEARING DETAIL

1/2" = 1'-0"S200

3 TYP. FROST WALL

3/8" = 1'-0"S200

4 TYP STOOP DIMENSIONS AT SERVICE DOORS

3/16" = 1'-0"S200

6 VERTICAL CONST. JOINT

3/16" = 1'-0"S200

7 WALL CONTROL JOINT (CJ-W)

3/16" = 1'-0"S200

8 TYP. CORNER REINFORCEMENT

1/8" = 1'-0"S200

9 REBAR AT DOOR OPENINGS

1/2" = 1'-0"S200

10 SLAB CONSTRUCTION JOINT

1/16" = 1'-0"S200

5 TYP.WALL OPENING REINFORCEMENT

1 1/2" = 1'-0"S200

2 TYPICAL ANCHOR BOLT

1/2" = 1'-0"S200

13 SLAB EDGE DETAIL

1/2" = 1'-0"S200

14 RETAINING CMU DETAIL

1/2" = 1'-0"S200

11 TYP. EXISTING FOOTING ADDITION

1/8" = 1'-0"S200

12 CONCRETE ENCASED ELECTRODE

1/2" = 1'-0"S200

19 ELEVATOR PIT SECTION

3/4" = 1'-0"S200

15 EXISTING TO NEW TIE-IN DETAIL

1" = 1'-0"S200

17 EQUIPMENT PAD SECTION

1/2" = 1'-0"S200

16 COLUMN FOOTING W/ PIER

1" = 1'-0"S200

18 SAFTY CURB DETAIL

FINISH FLOOR

100' - 0"

T.O. FOOTING

96' - 0"

EXTG. FIRST FLOOR

104' - 8"

T.O.M 128' - 0"

T.O.F 91' - 2"

EXISTING BASEMENT

95' - 2"

S300

T.O.S. FRAMING

PLAN

128' - 0"

2ND FLR FRAMING

PLAN

112' - 0"

S301

S200

S200

EXISTING

MANHOLES AND

VAULT TO REMAIN

EXISTING 2x6 RAFTER REINFORCED w/ 2x6 SPF #1

& (2) 10d NAILS @ 12" O.C., TYPICAL

NEW CRICKET WITH ASPHALT

SINGLES ON 1/2" SHEATHING

OVER 2x6 P.T. SPF#1 @ 24" O.C.

OVER-FRAMING

2" SOAP

STARTER COURSE

W18X35 W18X35 W18X50 W18X35

W18X35W18X55W18X35W18X35

W12x14

TYPICAL

W12x14

TYPICAL

H S

S x6 x /8

H S

S x6 x /8

H S

S x6 x /8

STAIR

S1 CORRIDOR

13210

MECHANICAL

ROOM

13215

MECHANICAL

ROOM

13215

CORRIDOR

13212

COMPUTER

ROOM

33215

CORRIDOR

33210

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

4" EQUIPMENT PAD

COORDINATE w/

ARCH. SHT. AS101

5"

1'-0"

5"

1'-0"

S301

BOND BEAM

EL. 97'-4"

BOND BEAM

EL. 104'-8"

BOND BEAM

EL. 120'-0"

BOND BEAM

EL. 104'-8"

BOND BEAM

EL. 110'-0"

BOND BEAM

EL. 110'-0"

12" THK. EDGE RF36 F-15

F-15 F-15

WF36

P-1

S500

2 TYP.

S500

2 TYP.

S500

7 TYP.

S500

7 TYP.

S500

TYP.

BOND BEAM

EL. 126'-0"

BOND BEAM

EL. 126'-0"

GROUT CORES SOLID

TO TOP OF WALL

GROUT CORES SOLID

TO TOP OF WALL

1/2"Ø x 2 1/4" LG.

SLEEVE ANCHORS

@ 24" O.C.

FDN. WALL + WATER

PROOF MEMBRANE

SEE PLAN

FOOTING

SEE PLAN

ROOF TRUSS

SEE PLAN

ROOF TRUSS

SEE PLAN

S500

S500

S500

B.B. w/ (2) #5 CONT.

B.B. w/ (2) #5 CONT.

S500

S500

TYP.

S500

11TYP.

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

EXISTING 1-WAY

SLAB STRUCTURE

EXISTING

BUILDING

BOND BEAM

EL. 112'-0"

B.B. w/ (2) #5 CONT.

B.B. w/ (2) #5 CONT.

104' - 8"

EXISTING 1ST FLOOR

91' - 2" T.O.F.

95' - 2"

EXISTING BASEMENT

WATER PROOF

MEMBRANE

FINISH FLOOR

100' - 0"

T.O. FOOTING

96' - 0"

CBA

T.O.S. FRAMING

PLAN

128' - 0"

2ND FLR FRAMING

PLAN

112' - 0"

S300

COMPUTER

ROOM

33215

COMPUTER

ROOM

33215

ROOF ACCESS

ROOM

33210A

CORRIDOR

33210

CORRIDOR

13211

MECHANICAL

ROOM

13215

ELECTRICAL

ROOM

13215A

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

1" B 22 ga. ROOF DECK OVER

LIGHT GAUGE METAL TRUSS

FRAMES @ 24" O.C.

5"

1'-0"

5"

1'-0"

1" B 22 ga. ROOF DECK OVER

LIGHT GAUGE METAL TRUSS

FRAMES @ 24" O.C.

4" EQUIPMENT PAD

COORDINTAE w/

ARCH. DRAWINGS

W12X26 W12x14 W18X35

W12x14W12x14

W18X35 W12X26 W12x14

S500

S500

S500

7 TYP.

BOND BEAM

EL. 110'-0"

BOND BEAM

EL. 126'-0"

S500

S500

WF36 WF36

TYP.

W12X26 W12X26

S500

ROOF TRUSS

SEE PLAN

ROOF TRUSS

SEE PLAN

FOOTING

SEE PLAN

FDN. WALL + WATER

PROOF MEMBRANE

SEE PLAN

PROVIDE BLOCKING FOR

ROOF LADDER ATTACHMENT.

COORDINATE w/ LADDER

MFR.

MIN.

7"

FASTEN LADDER

TO FLOOR

S500

11 TYP.

S500

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

PROJECT LEADER:

Department of Veterans Affairs

CONSULTANTS:

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

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FU…