Attachment 4 - Drawings 1 of 4.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

B D

BUILDING 6 FIRST FLOOR KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

A

SOUTH

B D

BUILDING 6 BASEMENT KEY PLAN

N

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

C

SOUTH

C

NORTH

A

NORTH

A

SOUTH

B D

BUILDING 6 SECOND FLOOR KEY PLAN

N

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NO SHADE

INDICATES

LOCATION OF

PROJECT, TYP

C SOUTH

C

NORTHA

NORTH

2ND FLR PORCH NIC

D

BUILDING 6 THIRD FLOOR KEY PLAN

N

HATCH INDICATES

ROOF AREA

BELOW, NIC

NO SHADE

INDICATES

LOCATION OF

PROJECT, TYP

C SOUTH

C

NORTH

(ROOF

ONLY)

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.2

A v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/1 /2

:3

:0

P M

GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

695-21-703

EHRM TRAINING AND ADMIN SPACE SUPPORT

CLEMENT J. ZABLOCKI VAMC

5000 West National Avenue, Milwaukee, WI 53295

BID DOCUMENTS

BID DOCUMENTS

FULLY SPRINKLERED

SHEET INDEX

SHEET

NUMBER SHEET NAME

FIRE PROTECTION

FX101 BASEMENT FIRE SUPPRESSION PLAN - A-WING

FX102 BASEMENT FIRE SUPPRESSION PLAN - C-WING

FX103 FIRST FLOOR FIRE SUPPRESSION PLAN - A-WING

FX104 FIRST FLOOR FIRE SUPPRESSION PLAN - C-WING

FX105 SECOND & THIRD FLOOR FIRE SUPPRESSION PLAN

FX401 FIRE SUPPRESSION RISER SECTIONS

PLUMBING

P000 PLUMBING SYMBOLS AND ABBREVIATIONS

PD100 BASEMENT - C-WING - PLUMBING DEMOLITION PLAN

PP100 BASEMENT - C-WING - PLUMBING PIPING PLAN

PP102 FIRST FLOOR - C-WING - PLUMBING PIPING PLAN

PP400 PLUMBING ENLARGED PLANS

PP500 PLUMBING DETAILS

PP600 PLUMBING SCHEDULES

PP700 PLUMBING SCHEMATICS AND RISERS

MECHANICAL

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD100 BASEMENT - C-WING - MECHANICAL DEMOLITION PLANS

MD101 FIRST FLOOR - A-WING - MECHANICAL DEMOLITION PLAN

MD102 FIRST FLOOR - C-WING - MECHANICAL DEMOLITION PLANS

MD103 SECOND & THIRD FLOOR MECHANICAL DEMOLITION PLANS

MH100 BASEMENT - C-WING - MECHANICAL HVAC PLANS

MH101 FIRST FLOOR - A-WING - MECHANICAL HVAC PLANS

MH102 FIRST FLOOR - C-WING - MECHANICAL HVAC PLANS

MH103 SECOND AND THIRD FLOOR - C-WING - MECHANICAL HVAC PLANS

MP100 BASEMENT - A/B WING - MECHANICAL PIPING PLANS

MP101 BASEMENT - C-WING - MECHANICAL PIPING PLAN

MP102 FIRST FLOOR - A-WING - MECHANICAL PIPING PLANS

MP103 FIRST FLOOR - C-WING - MECHANICAL PIPING PLANS

MP104 SECOND AND THIRD FLOOR - C-WING - MECHANICAL PIPING PLAN

MM400 MECHANICAL ENLARGED PLANS

MM500 MECHANICAL DETAILS

MM501 MECHANICAL DETAILS

MM600 MECHANICAL SCHEDULES

MM700 MECHANICAL CONTROL SYSTEMS

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EDL100 BASEMENT - C-WING - LIGHTING DEMOLITION PLANS

EDL101 FIRST FLOOR - A-WING - LIGHTING DEMOLITION PLANS

EDL103 FIRST FLOOR - C-WING - LIGHTING DEMOLITION PLANS

EDL104 SECOND & THIRD FLOOR - C-WING - LIGHTING DEMOLITION PLANS

EDP100 BASEMENT - C-WING - POWER DEMOLITION PLANS

EDP101 FIRST FLOOR - A-WING - POWER DEMOLITION PLANS

EDP102 FIRST FLOOR - B-WING - POWER DEMOLITION PLAN

EDP103 FIRST FLOOR - C-WING - POWER DEMOLITION PLANS

EDP104 SECOND & THIRD FLOOR - C-WING - POWER DEMOLITION PLANS

EL100 BASEMENT - C-WING - LIGHTING PLANS

EL101 FIRST FLOOR - A-WING - LIGHTING PLANS

EL103 FIRST FLOOR - C-WING - LIGHTING PLANS

EL104 SECOND & THIRD FLOOR - C-WING - LIGHTING PLANS

EP100 BASEMENT - C-WING - POWER PLANS

EP101 FIRST FLOOR - A-WING - POWER PLANS

EP102 FIRST FLOOR - B-WING - POWER PLAN

EP103 FIRST FLOOR - C-WING - POWER PLANS

EP104 SECOND & THIRD FLOOR - C-WING - POWER PLANS

EP300 ELECTRICAL ENLARGED PLANS

EP400 ELECTRICAL ONE-LINE DIAGRAM

EP500 ELECTRICAL DETAILS

EP501 ELECTRICAL DETAILS

EP600 ELECTRICAL SCHEDULES

EP601 ELECTRICAL SCHEDULES

EP602 ELECTRICAL SCHEDULES

TELECOMMUNICATION

EX000 BASEMENT DEMOLITION PLANS - C-WING

EX001A FIRST FLOOR DEMOLITION PLAN - A-WING

EX001B FIRST FLOOR DEMOLITION PLAN - C-WING

EX002 SECOND FLOOR DEMOLITION PLAN - C-WING

EX003 THIRD FLOOR DEMOLITION PLAN - C-WING

ET001 LEGEND AND ABBREVIATIONS

ET500 TECHNOLOGY DETAILS

ET100 BASEMENT TECHNOLOGY PLAN - C-WING

ET101A FIRST FLOOR TECHNOLOGY PLAN - A-WING

ET101B FIRST FLOOR TECHNOLOGY PLAN - C-WING

ET102 SECOND FLOOR TECHNOLOGY PLAN - C-WING

ET103 THIRD FLOOR TECHNOLOGY PLAN - C-WING

EY100A BASEMENT AUXILIARY SYSTEMS PLANS - A-WING

EY100B BASEMENT AUXILIARY SYSTEMS PLAN - C-WING

EY101A FIRST FLOOR AUXILIARY SYSTEMS PLAN - A-WING

EY101B FIRST FLOOR AUXILIARY SYSTEMS PLAN - C-WING

EY102 SECOND FLOOR AUXILIARY SYSTEMS PLAN - C-WING

EY103 THIRD FLOOR AUXILIARY SYSTEMS PLAN - C-WING

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 LIFE SAFETY PLANS - BASEMENT AND FIRST FLOOR

GI102 LIFE SAFETY PLANS - SECOND AND THIRD FLOOR

GC101 INFECTION CONTROL / CONSTRUCTION LOGISTICS PLAN

HA100 HAZMAT. ABATEMENT BUILDING 20 AND 6 BASEMENT PLAN

HA101 HAZMAT. ABATEMENT 1ST, 2ND, AND 3RD FLOOR PLAN

CIVIL

CI001 CIVIL GENERAL NOTES

CD101 SITE DEMOLITION PLAN

CD102 SITE DEMOLITION PLAN

CS101 SITE LAYOUT PLAN

CS102 SITE LAYOUT PLAN

CS501 SITE DETAILS

CG101 GRADING AND UTILITY PLAN

CG102 GRADING AND UTILITY PLAN

STRUCTURAL

SI001 STRUCTURAL GENERAL NOTES

SF101 BUILDING 6 STRUCTURAL PLAN - BASEMENT

SF102 BUILDING 6 STRUCTURAL PLAN - FIRST FLOOR

SF103 BUILDING 20 STRUCTURAL PLAN

SF501 STRUCTURAL SECTIONS AND DETAILS

ARCHITECTURAL

AD100 BASEMENT - A- WING AND C-WING - DEMOLITION PLANS

AD101 FIRST FLOOR - A-WING AND B-WING - DEMOLITION PLANS

AD102 FIRST FLOOR - C-WING - DEMOLITION PLANS

AD103 2ND AND 3RD FLOOR AND ROOF - C-WING DEMOLITION - PLANS

AD104 BUILDING 20 - THIRD FLOOR - DEMOLITION PLAN

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE002 WALL TYPES

AE100 BASEMENT - C-WING - ARCHITECTURAL PLAN

AE101 FIRST FLOOR - A-WING AND B WING - ARCHITECTURAL PLANS

AE102 FIRST FLOOR - C-WING - ARCHITECTURAL PLANS

AE103 SECOND & THIRD FLOOR - C-WING - ARCHITECTURAL PLANS

AE104 ROOF - C-WING - ARCHITECTURAL PLAN AND DETAILS

AE105 BUILDING 20 - THIRD FLOOR - ARCHITECTURAL PLAN

AE110 BASEMENT - C-WING - REFLECTED CEILING PLAN

AE111 FIRST FLOOR - A-WING NORTH - REFLECTED CEILING PLANS

AE112 FIRST FLOOR - C-WING - REFLECTED CEILING PLAN

AE113 SECOND & THIRD FLOOR - C-WING - REFLECTED CEILING PLANS

AE201 A-WING - PORCH - ELEVATIONS

AE321 A-WING WOOD STAIR & RAMP PLANS AND SECTIONS

AE322 A- WING AND C-WING - EXTERIOR STAIR PLANS & SECTIONS

AE323 C-WING - INTERIOR STAIR PLANS & SECTIONS

AE324 C-WING - ELEVATOR PLANS & ELEVATIONS

AE401 WALL SECTIONS

AE501 BUILDING DETAILS

AE601 DOOR AND WINDOW SCHEDULE

AI100 BASEMENT - C-WING - FINISH PLANS

AI101 FIRST FLOOR - A-WING AND B WING - FINISH PLANS

AI102 FIRST FLOOR - C-WING - FINISH PLANS

AI103 SECOND & THIRD FLOOR - C-WING - FINISH PLANS

AI201 INTERIOR FINISHES ENLARGED PLANS & ELEVATIONS

AI202 INTERIOR FINISHES ENLARGED PLANS & ELEVATIONS

AI501 INTERIOR FINISHES AND CASEWORK DETAILS

AI601 FINISH SCHEDULES

AI900 BASEMENT - C-WING - SIGNAGE PLANS

AI901 FIRST FLOOR - A-WING AND B WING- SIGNAGE PLANS

AI902 FIRST FLOOR - C-WING - SIGNAGE PLANS

AI903 SECOND & THIRD FLOOR - C-WING - SIGNAGE PLANS

AI904 INTERIOR SIGNAGE AND EQUIPMENT SCHEDULES

AI905 SIGNAGE TYPES

QH100 BASEMENT - C-WING - EQUIPMENT PLAN

QH101 FIRST FLOOR- A-WING AND C WING - EQUIPMENT PLAN

Contact:Contact:Contact:Contact: Contact: Contact:

GUIDON DESIGN INC.

Chris Hawk

Sr. Project Manager

MECHANICAL,

ELECTRICAL &

PLUMBING

GUIDON DESIGN INC.

Lauren Lai

Structural Engineer

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Chad Butler

Civil Engineer

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 108 e: cbutler@guidondesign.com

CIVIL

ENGINEER

CLEMENT J. ZABLOCKI VAMC

Andrew Jacobs

COR

5000 West National Avenue, Milwaukee, WI 53295 p: 474.384.2000 x 45768 e: andrew.jacobs3@va.gov

OWNER

GUIDON DESIGN INC.

David Vallandingham

Project Manager

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 130 e: dvallandingham@guidondesign.com

ARCHITECT

FFE Inc.

Jack Bonbright

Senior Electrical Engineer

INFORMATION

TECHNOLOGY

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 117 e: llai@guidondesign.com

1221 N. Pennsylvania St.

Indianapolis IN 46202 p: 317-800-6388 ext 167 e: chawk@guidondesign.com

110 Boggs Lane, Suite 170 Cincinnati, OH 45246 p: 513-235-8466 e: jack.bonbright@ffeinc.us

CAMPUS MAP

AREA MAP

VICINITY MAP

N

N

N

PROJECT LOCATION

PROJECT LOCATION:

BUILDING 6

PROJECT LOCATION:

BUILDING 20

Revisions: Date:

UP

REFERENCE DESIGN CODES

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

CODE ANALYSIS LEGEND

FHC

FIRE HOSE CABINET

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

E X

IT

EXIT

EXIT

FEC

FHC

EXIT SEPARATION

DISTANCE: 101'-0"

TRAVEL

DISTANCE: 96'-3"

TRAVEL

DISTANCE: 98'-3"

STORAGE

CB15

ELEC. ROOM

CB16

CIRC.

CB17

ELEV. LOBBY

CB22

ELEV.

C2-P

DHW / UTILITY

CB21

IT ROOM

CB18-C

STAIR C2

C2

CORRIDOR C

CB12

ELEV.

C1-P

ELEV. EQUIP.

CB11

RR-MENS

CB06

CIRC.

CB08

ELECTRICAL

CLOSET

CB09

RR-WOMEN'S

CB10

CIRC.

CB07

STAIR C1

C1

MECHANICAL

CB42

VESTIBULE

CB50

CORRIDOR

CB40

TRAINING

CB45

TRAINING

CB43

TRAINING

CB41

FM OFFICE

CB05

VESTIBULE

CB24

TRAINING

CB48

TRAINING

CB46

TRAINING

CB44

STAIR

CB4

STORAGE

CB49

VESTIBULE

CB22A

CIRC.

CB23

STORAGE

CB18

WOMENS RR

CB19-A

MENS RR

CB19-B

6 TRAINING ROOMS

POSTED MAX

OCCUPANCY: 16

REMAINDER OF WING C

FIRST FLOOR,

EXCLUDING TRAINING

ROOMS: 5,787 SF

39 OCCUPANTS @ 150

PER SF

STAIRS HAVE 1 HR

ENCLOSURE PER

IBC 1023.2

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

A -W

IN

G

B -W

IN

G

E X

IT

EXIT

E X

IT

EXIT

E X

IT

FEC

FEC

FEC

FHC

FEC

NORTH

SOUTH

EXIT SEPARATION

DISTANCE: 66'-8"

NO LIFE SAFETY CHANGES

PROPOSED TO EXISTING

CORRIDOR

EXIT SEPARATION

DISTANCE: 92'-3"

D

IA

G O

N A

L D

IS

T

A N

C E

: 8 4'

-0

TRAVEL

DISTANCE: 86'-3"

TRAVEL

DISTANCE: 115'-8"

CIRC.

C116

CORRIDOR

C115B

CORRIDOR

C115A

ELEV.

C2-P

ELEV. LOBBY

C120

SECURITY

C118-A

WAITING

C142

STORAGE

C119-C

STAIR C2

C2

CORRIDOR

B/C

CORRIDOR

A101

MECHANICAL

A121

BREAKOUT

A122

TRAINING

A124

STAIR

C106

CORRIDOR

A/B

ELEV. EQUIP.

CB11

MECHANICAL

C126

TRAINING

A118-A

IT ROOM

C118-B

TRAINING

C106-C

DATA CLOSET

B103

OIT CLOSET

A104

TRAINING

C145

TRAINING

C143

TRAINING

C141

TRAINING

C146

TRAINING

C144

CORRIDOR

C140

TRAINING

C148

WOMENS RR

C119-A

BREAK AREA

C118

STAIR

C4

MENS RR

C119-B

CIRC.

A117

STORAGE

A116-C

WAITING

C124

CONFERENCE ROOM

C124-AELEV. MACHINE.

C121

TRAINING

A118-B

EXIT SEPARATION

DISTANCE: 77'-0"

6 TRAINING ROOMS

POSTED MAX

OCCUPANCY: 16

REMAINDER OF WING C

FIRST FLOOR,

EXCLUDING TRAINING

ROOMS: 5,787 SF

39 OCCUPANTS @ 150

PER SF

3 TRAINING ROOMS

POSTED MAX

OCCUPANCY: 16

STAIRS HAVE 1 HR

ENCLOSURE PER

IBC 1023.2

STAIRS HAVE 1 HR

ENCLOSURE PER

IBC 1023.2

CORRIDOR

C/D

CORRIDOR

D

B D

BUILDING 6 FIRST FLOOR KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

A

SOUTH

B D

BUILDING 6 BASEMENT KEY PLAN

N

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

C

SOUTH

C

NORTH

A

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:0

:4

A

M

GI101

LIFE SAFETY PLANS - BASEMENT

AND FIRST FLOORGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/16" = 1'-0"GI101

1 BUILDING 6 BASEMENT C-WING LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"GI101

2 BUILDING 6 FIRST FLOOR LIFE SAFETY PLAN

N N

STAIR

C205

69' - 6" DIAG

O

NAL DISTANCE

/2

C -W

IN

G

D -W

IN

G

EXIT

2,636 SF C-WING

SOUTH 2ND FLOOR:

18 OCCUPANTS @ 150

PER SF

STAIRS HAVE 1 HR

ENCLOSURE PER

IBC 1023.2

ELEVATOR

OFFICE

C304

RECEPTION

C308

OFFICE

C307

OFFICE

C302

STAIR C1

C1

ETR

C303

OPEN OFFICE

C305

STAIR

C306

CORRIDOR

C3A

ELEVATOR C1

C1

RESTROOM

C301-A

UTILITY

C301-B

69' - 6" DIAG

O

NAL DISTANCE

E X

IT

S

E P

A R

A T

IO

N

C -W

IN

G

D -W

IN

G

EXIT

EXIT

EXIT ACCESS TRAVEL

DISTANCE: 51'-3"

2,636 SF C WING

3RD FLOOR:

18 OCCUPANTS @

150 PER SF

STAIRS HAVE 1 HR

ENCLOSURE PER

IBC 1023.2

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

CODE ANALYSIS LEGEND

FHC

FIRE HOSE CABINET

A

SOUTH

B D

BUILDING 6 SECOND FLOOR KEY PLAN

N

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NO SHADE

INDICATES

LOCATION OF

PROJECT, TYP

C SOUTH

C

NORTHA

NORTH

2ND FLR PORCH NIC

D

BUILDING 6 THIRD FLOOR KEY PLAN

N

HATCH INDICATES

ROOF AREA

BELOW, NIC

NO SHADE

INDICATES

LOCATION OF

PROJECT, TYP

C SOUTH

C

NORTH

(ROOF

ONLY)

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:0

:5

A

M

GI102

LIFE SAFETY PLANS - SECOND

AND THIRD FLOORGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/16" = 1'-0"GI102

1 BUILDING 6 SECOND FLOOR - C-WING - LIFE SAFETY

SCALE: 1/16" = 1'-0"GI102

2 BUILDING 6 THIRD FLOOR - C-WING - LIFE SAFETY

CONSTRUCTION ACTIVITY - FIRE RISK: TYPE C

PATIENT RISK GROUP: LOW

CLASS OF PRECAUTION MATRIX: CLASS III

INFECTION CONTROL PROJECT INFORMATION

A. BUIDLINGS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION. TEMPORARY BARRIERS, SIGNAGE, AND TRAVEL ROUTES

SHALL BE COORDINATED WITH VA AND PROVIDED BY CONTRACTOR.

REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110 AND ADDITIONAL INFORMATION.

B. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

C. COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

D. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

E. FINISHES ONLY CORRIDOR WORK DOES NOT REQUIRE 1 HR RATED

CONSTRUCTION BARRIER.

F. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE

PHASING INFORMATION FOR ABOVE CEILING WORK IN THE CONTRACTOR

PROVIDED CPM SCHEDULE FOR WORK ALSO REQUIRED ABOVE AND BELOW

THE FLOOR PLATE OF THE PROJECT BOUNDARY.

G. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

AND 5:00 AM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE REMOVED AND STORED

IN A SAFE MANNER UNTIL CEILING TILES CAN BE REINSTALLED. DAMAGED

AND BROKEN CEILING TILES SHALL BE REPLACED BY CONTRACTOR.

H. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

I. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 5:00 PM AND 5:00 AM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

J. PROVIDE A 24"X36" STICKY WALK OFF MAT AND HAND SANITIZER AT EACH

TEMPORARY DOOR LOCATION. MAT SHALL BE REPLACED OR CLEANED AS

NECESSARY

K. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

L. CONTRACTOR SHALL SUPPLY SPILL KIT TO INCLUDE SHOP VAC, MULTI-

PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

M. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 6 MIL. POLY SHEET.

N. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSE

WITH A LID.

O. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

P. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

INFECTION CONTROL GENERAL NOTES

PHASE 1: BUILDING 20 AND BUILDING 6 A-WING NORTH

CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION BARRIERS AND BEGIN

WORK IN BUILDING 20 AND BUILDING 6 A-WING NORTH DURING PHASE 1 OF

CONSTRUCTION. WORK IN BUILDING 20 SHALL BE COMPLETED AND ACCEPTED BY

THE VA PRIOR TO ANY WORK BEGINNING IN PHASE 2: BUILDING 6 C-WING.

CONTRACTOR SHALL PROVIDE (3) WEEKS BETWEEN PHASE 1 AND 2 TO ALLOW THE

VA TO MOVE EQUIPMENT FROM BUILDING 6 TO COMPLETED BUILDING 20.

WORK IN A-WING NORTH CAUSING ANY SIGNIFICANT NOISE OR DISRUPTION TO

OPERATIONAL AREAS ON FLOOR 2 SHALL BE DONE ON NIGHTS OR WEEKENDS ONLY,

OR AS COORDINATED WITH VA. WORK IN BUILDING 6 A-WING NORTH IS NOT

REQUIRED TO BE COMPLETED PRIOR TO WORK BEGINNING IN PHASE 2: BUILDING 6 C-

WING. SEE DISCIPLINE DRAWINGS FOR ADDITIONAL INFORMATION.

PHASE 2: BUILDING 6 C-WING

CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION BARRIERS AND BEGIN

WORK IN BUILDING 6 C-WING UPON ACCEPTANCE OF PHASE 1 BUILDNG 20 WORK AND

(3) WEEK ALLOWANCE FOR MOVING FURNITURE AND EQUIPMENT.

WORK IN CORRIDOR CONNECTING WINGS A AND C, AND IN WING B, SHALL BE DIVIDED

INTO SUB-PHASES (2i-2vii) TO BE COMPLETED ON NIGHTS AND WEEKENDS SUCH THAT

STAFF AND VISITORS MAY CONTINUE TO ACCESS SPACES WITHIN THE BUILDING

WHICH ARE CONTINUING TO OPERATE DURING CONSTRUCTION. THE ELEVATORS IN

WINGS A AND C SHALL ALSO BE MADE AVAILABLE TO VA STAFF AND VISITORS AT ALL

TIMES EXCEPT AS COORDINATED WITH VA.

*NOTE: HAZARDOUS MATERIAL ABATEMENT IN CORRIDOR, DURING EACH SUB-PHASE,

MUST BE COMPLETED IN ENTIRETY BEFORE AREA MAY BE USED BY STAFF AND

VISITORS. THIS WORK MUST BE SCHEDULED WITH THE VA.

WORK SHALL BE SCHEDULED SUCH THAT WORK IN WING A IS PRIORITIZED OVER

WORK IN WING C. WORK IN WING C MAY OCCUR SIMULTANEOUSLY WITH WING A AS

LONG AS WING C WORK DOES NOT NEGATIVELY EFFECT THE SCHEDULING OF WORK

IN WING A. THE PROGRAM IN WING A WILL BE NEEDED BEFORE THE PROGRAM IN

WING C.

SEE PHASING DIAGRAMS FOR ADDITIONAL INFORMATION.

SEE DEMOLITION AND ARCHITECTURAL PLANS FOR SCHEMATIC TEMPORARY

CONSTRUCTION BARRIERS.

PHASE 3: BUILDING 6 A-WING PORCH

COORDINATE WITH VA REGARDING SCHEDULING OF THIS WORK. PHASE 3 WORK IS

NOT CONTINGENT ON ANY OTHER PHASE.

CONSTRUCTION PHASING NOTES

A

SOUTH

B D

SHADE INDICATES AREA

NOT IN SCOPE, TYP.

C SOUTH

C

NORTHA

NORTH

B D

A

SOUTH

C

NORTH

A

NORTH

A

SOUTH

B D

C SOUTH

C

NORTH

A

NORTH

D

HATCH INDICATES

ROOF AREA, NIC.

C SOUTH

C

NORTH

(ROOF

ONLY)

NO SHADE INDICATES

LOCATION OF PROJECT, TYP.

B A

SE

M

EN

T

C SOUTH

FI

R

ST

F

LO

O

R

SE

C O

N D

F

LO

O R

TH

IR

D F

LO

O

R

SHADE INDICATES

AREA NOT IN

SCOPE, TYP.

NO SHADE INDICATES

LOCATION OF PROJECT, TYP.

NO SHADE INDICATES

LOCATION OF PROJECT, TYP.

CONNECTING CORRIDOR TO BE

DIVIDED INTO MINIMUM 7 SUB-

PHASES (2i-2vii) SUCH THAT

STAFF AND VISITORS MAY

ACCESS OPERATIONAL AREAS.

i ii iii iv v

ENTRY

POINT

ENTRY POINTS

PHASE 3: ALL

DEMOLITION AND NEW

WORK AT A-WING PORCH.

A-WING NORTH WORK: ANY

WORK CAUSING NOISE OR

DISRUPTION TO OPERATIONAL

AREAS ON FLOOR 2 SHALL BE

DONE ON NIGHTS AND

WEEKENDS ONLY, OR AS

COORDINATED WITH VA.

BUILDING 6 KEY PLANS

vi vii

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

5/8" TYPE X GYPSUM BOARD, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS ALONG TOP

AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY ADHERE

TO THE STRUCTURAL DECK ABOVE AND

TO THE FLOOR BELOW WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING CEILING

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

5/8" TYPE X GYP BD

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

6-MIL FIRE RETARDENT POLY INTERIOR SIDE

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

6" M

IN

CONTINUOUSLY ADHERE 6-MIL. FIRE

RETARDANT POLY TO DECK WITH TAPE

CONTINUOUSLY ADHERE FIRE RETARDENT

POLY TO FLOOR WITH TAPE

EXISTING DECK

CONSTRUCTION

SIDE

OCCUPIED

SIDE

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER,

HARDWARE AND CLOSER

ROOM PRESSURE MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:0

:3

A

M

GC101

INFECTION CONTROL /

CONSTRUCTION LOGISTICS PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1 1/2" = 1'-0"GC101

1 TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL CONSTRUCTION NFPA 241

SCALE: 1 1/2" = 1'-0"GC101

2 TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION

SCALE: 1/4" = 1'-0"GC101

3 TEMPORARY WALL CONSTRUCTION ELEVATION

PHASE 2: BUILDING 6 WORK

EXCEPT FOR A-WING NORTH -

SEE DIAGRAMS THIS SHEET

FOR ADDITIONAL INFORMATION

PHASE 1:

BUILDING 6 A-WING NORTH

and

BUILDING 20 THIRD FLOOR (SEE DISCIPLINE

DRAWINGS FOR ADDITIONAL INFORMATION)

PHASE 3: BUILDING 6 PORCH

*PRINT THIS SHEET IN COLOR FOR LEGIBILITY*

DN

STAIR

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

WAREHOUSE

TEMPORARY

CB23

CB17

ELECTRICAL

CB16

STROAGE

CB15

CB18

ABANDONED

CB19

ELEV.

EQUIP.

CB20

STAIR

C2

ABANDONED

REFRIG./FREEZER

UTILITY

CB21

ABANDONED

REFRIG./FREEZER

VESTIBULE

CB22

STORAGE

CORRIDOR

ELEV.

C2

A

SOUTH

B D

BUILDING 6 BASEMENT KEY PLAN

N

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

C

SOUTH

C

NORTH

A

NORTH

#HAZMAT ABATEMENT NOTES

1. REMOVE APPROXIMATELY 4,640 SF OF BLACK MASTIC ASSOCIATED WITH

12"X12" WHITE/GRAY FLOOR TILE IN BUILDING 6. NOTE: ALSO REMOVE AND

ABATE SIMILAR MATERIAL THROUGHOUT THE FIRST FLOOR CORRIDOR

FROM WINGS B THROUGH D. THIS REPRESENTS APPROXIMATELY 3,500

ADDITIONAL SF. THIS AREA NOT REPRESENTED IN HAZARDOUS MATERIAL

ABATEMENT REPORT.

2. REMOVE APPROXIMATELY 5,700 SF OF FIBER BOARD WITH TAR PAPER IN

BUILDING 6 A-WING NORTH.

3. REMOVE APPROXIMATELY 5,700 SF EACH OF 9"X9" WHITE/GRAY

CHECKERBOARD PATTERN FLOOR TILE AND ASSOCIATED BLACK MASTIC IN

BUILDING 6.

4. REMOVE APPROXIMATELY 32 LF OF DOOR FRAME CAULK IN BUILDING 20.

NO ABATEMENT ANTICIPATED IN AREAS NOT SHOWN.

REFERS TO ALL HA SHEETS. NOT ALL NOTES USED ON ALL SHEETS.

6947 SF

STORAGE

C147

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:0

:5

A

M

HA100

HAZMAT. ABATEMENT BUILDING

20 AND 6 BASEMENT PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"HA100

1 BASEMENT - C WING NORTH - HAZMAT ABATEMENT

N

SCALE: 1/8" = 1'-0"HA100

2 BUILDING 20 - HAZMAT PLAN

N

DN

DN

UP

UP

DN

DN

DN

CEMETERY SCHED. OFFICE

C113

HAC

C109

C108

C107 C106

C105

C104

C103

LACTATION

VENDING

HAC

B109

B108

B103HAC

MENS WOMENS

HAC

FILES/SCANNING

A115

CONFERENCE

A114

MECHANICAL

LEAN TRAINING CENTER

A116

MECHANICAL

HOME BASED PRIMARY CARE

KITCHENETTEHAC

STAIR

STAIR

STAIR

STAIR

A -W

IN

G

B -W

IN

G

B -W

IN

G

WOMEN

RESTROOM

ELEVATOR

C -W

IN

G

C -W

IN

G

D -W

IN

G

806 SF

CORRIDOR

B/C

858 SF

CORRIDOR

A/B

CORRIDOR CORRIDOR

CORRIDOR

COMPUTER ROOM

A123

STORAGE

A124

A104

MEN

RESTROOM

VESTIBULE

STAIR

WOMENS

TOILET

MENS

TOILET

OIT

SUPPORT

A106

A117

A111

ELEVATOR

#HAZMAT ABATEMENT NOTES

1. REMOVE APPROXIMATELY 4,640 SF OF BLACK MASTIC ASSOCIATED WITH

12"X12" WHITE/GRAY FLOOR TILE IN BUILDING 6. NOTE: ALSO REMOVE AND

ABATE SIMILAR MATERIAL THROUGHOUT THE FIRST FLOOR CORRIDOR

FROM WINGS B THROUGH D. THIS REPRESENTS APPROXIMATELY 3,500

ADDITIONAL SF. THIS AREA NOT REPRESENTED IN HAZARDOUS MATERIAL

ABATEMENT REPORT.

2. REMOVE APPROXIMATELY 5,700 SF OF FIBER BOARD WITH TAR PAPER IN

BUILDING 6 A-WING NORTH.

3. REMOVE APPROXIMATELY 5,700 SF EACH OF 9"X9" WHITE/GRAY

CHECKERBOARD PATTERN FLOOR TILE AND ASSOCIATED BLACK MASTIC IN

BUILDING 6.

4. REMOVE APPROXIMATELY 32 LF OF DOOR FRAME CAULK IN BUILDING 20.

NO ABATEMENT ANTICIPATED IN AREAS NOT SHOWN.

REFERS TO ALL HA SHEETS. NOT ALL NOTES USED ON ALL SHEETS.

OFFICE

C207

OFFICE

C208

OFFICE

C209

OFFICE

C204

OFFICE

C203

OFFICE

C202

STORAGE

C212STAIR

C201

170 SF

STAIR

C205 1

ELEVATOR

C307

C302

C305

C304

C303

STAIR

C306 C308

C301

ELEV.

C1

CORRIDOR

C3A

RESTROOM

OFFICE OFFICE

OFFICE

OFFICE

OFFICEOFFICE

OFFICE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:2

:0

P

M

HA101

HAZMAT. ABATEMENT 1ST, 2ND,

AND 3RD FLOOR PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"HA101

1 FIRST FLOOR - A-WING - HAZMAT ABATEMENT

SCALE: 1/8" = 1'-0"HA101

2 SECOND FLOOR - C-WING - DEMOLITION PLAN

SCALE: 1/8" = 1'-0"HA101

3 THIRD FLOOR - C-WING - HAZMAT PLAN

NN

CIVIL GENERAL NOTES

CI001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-C

IV

IL

G

EN

ER

AL

N O

TE

S.

dw g

SCALE: 1" = 10'

0' 5' 10' 20'

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-D

EM

O

LI

TI

O N

P

LA

N .d w g

SITE DEMOLITION PLAN

CD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-D

EM

O

LI

TI

O N

P

LA

N .d w

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-D

EM

O

LI

TI

O N

P

LA

N .d w g

SITE DEMOLITION PLAN

CD102

0' 10' 20'

IP

IP

IP

IP

IP

IP

SCALE: 1" = 10'

0' 5' 10' 20'

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-S

IT

E

PL

AN

.d w g

SITE LAYOUT PLAN

CS101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-S

IT

E

PL

AN

.d w

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-S

IT

E

PL

AN

.d w g

SITE LAYOUT PLAN

CS102

SCALE: 1" = 10'

0' 10' 20'

0' 10' 20'

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

-S

IT

E

D

ET

AI

LS

.d w g

CS501

SITE DETAILS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

G

R

AD

IN

G

A N

D U

TI

LI

TY

P

LA

N

.d w g

SCALE: 1" = 10'

0' 5' 10' 20'

N

GRADING AND UTILITY PLAN

CG101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date: CMB KSN

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

EH

R

M A dm in

T ra in in g

Sp ac e\ 2.

D ra w in gs \2

-2 _C iv il\

.1

6.

G

R

AD

IN

G

A N

D U

TI

LI

TY

P

LA

N

.d w g

N

SCALE: 1" = 10'

0' 10' 20'

GRADING AND UTILITY PLAN

CG102

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\l la i\ D o c u m e n ts

\1

.1

.2

S tr u c t_ v lla i@ g u id o n d e s ig n .c o m

.r v t

/1 /2

:4

:3

A M

SI001

STRUCTURAL GENERAL NOTES

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5100 West National Avenue

695-21-703

11/12/2021 JF LKL

BID DOCUMENTS

FULLY SPRINKLERED

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING

DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE APPROVAL OF THE STRUCTURAL ENGINEER.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

CONCRETE MIX DESIGN SUBMITTAL

THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETEOTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION:

1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.

2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.

3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER.

4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

6. MIXING WATER PROPORTION AND SOURCE.

7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).

8. FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.

9. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).

10. DESIGN SLUMP RANGE.

11. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).

12. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION"

DETERMINATION OUTLINED IN ACI 318.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. CONCRETE MASONRY REINFORCEMENT

3. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE

WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS)

4. STEEL DECK

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL

SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. FIBER REINFORCEMENT FOR CONCRETE

2. CONCRETE REINFORCEMENT

3. DIAMOND PLATE DOWELS FOR SLABS ON GRADE

4. CONCRETE CURING COMPOUND

5. CONCRETE JOINT SEALANT

6. WATER STOPS

7. MASONRY JOINT REINFORCEMENT

8. EXPANSION ANCHORS

9. ADHESIVE ANCHORS

10. NON-SHRINK GROUT

11. COLD FORMED METAL STUDS (EXTERIOR ONLY)

BELOW-GRADE WALLS

DO NOT BACKFILL AGAINST BELOW-GRADE CONCRETE (OR MASONRY) WALLS UNTIL THE CONCRETE (OR MASONRY ASSEMBLAGE) HAS

REACHED ITS 28-DAY COMPRESSIVE STRENGTH.

WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF BELOW-GRADE WALLS, BACKFILL EVENLY ON EACH SIDE OF EACH WALL TO

PREVENT UNBALANCED SOIL LOADS AGAINST THE WALL.

UNLESS NOTED OTHERWISE, DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL THE BASEMENT AND GROUND FLOOR SLABS HAVE BEEN COMPLETELY INSTALLED AND REACHED THEIR 28-DAY COMPRESSIVE STRENGTH AND ALL FLOOR FRAMING AND SLAB

CONNECTIONS TO THE BASEMENT WALLS HAVE BEEN COMPLETELY INSTALLED.

WHERE BASEMENT WALLS OCCUR, BACKFILL EVENLY ON ALL SIDES OF THE BUILDING TO PREVENT UNBALANCED SOIL LOADS AGAINST

THE BASEMENT STRUCTURE, UNLESS NOTED OTHERWISE.

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A

DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I, UNO.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL

CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE

WITH OTHER ADMIXTURES.

CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED.

IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING.

IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING.

USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW.

SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.

NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL

HAVE THE PROPERTIES AS SHOWN BELOW:

PROJECT CONCRETE

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES (AFTER ADMIXTURE IS

ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.48

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: N/A

SHORING/RE-SHORING

THE SHORING AND/OR RE-SHORING DESIGN FOR CONCRETE FRAME SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR.

TEMPORARY SHORING FOR SLABS, BEAMS, AND GIRDERS SHALL BE ADEQUATE TO CARRY THE TOTAL WEIGHT OF THE SLAB-BEAM- GIRDER SYSTEM AND ANY TEMPORARY CONSTRUCTION LOADS TO BE IMPOSED ON THE STRUCTURAL SYSTEM. SHORING FOR A LEVEL SHALL NOT BE REMOVED UNTIL THE CONCRETE AT THAT LEVEL HAS ATTAINED THE SPECIFIED COMPRESSIVE STRENGTH (F'C).

REMOVAL OF SHORING AND/OR RESHORING SHALL NOT CAUSE OVERSTRESSING OF ANY STRUCTURAL ELEMENTS.

REINFORCING STEEL

REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000

PSI.

REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS:

ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66).

UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER

OVER REINFORCEMENT AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES

#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES

BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1/2 INCHES

ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER: 3/4 INCH

REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR

APPROVED BY THE STRUCTURAL ENGINEER.

WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP.

ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE.

PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS. LAP

SPLICE CORNER BARS WITH STRAIGHT BARS.

UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS.

CONCRETE TESTING

MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER CASTING

UNLESS

DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING.

WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL

CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS.

FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24

HOURS AFTER TESTING.

MASONRY

CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE REQUIREMENTS FOR

CONCRETE MASONRY STRUCTURES (ACI 530).

CONCRETE MASONRY SHALL CONSIST OF HOLLOW UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH

(F'M) OF 1,500 PSI AT 28 DAYS.

MORTAR SHALL BE TYPE S PROPORTIONED IN ACCORDANCE WITH ASTM C270.

GROUT FOR REINFORCED MASONRY SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C476. COARSE AND FINE AGGREGATES SHALL CONFORM TO ASTM C404. USE COARSE GROUT FOR ALL GROUTING EXCEPT HIGH-LIFT POURS DEFINED BY ACI 530, WHERE FINE

GROUT SHALL BE USED.

PROVIDE 9-GAUGE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION. REINFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED EIGHT INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AND EXPANSION JOINTS. SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS AND BELOW GROUND FLOOR ELEVATION. ELSEWHERE SPACE REINFORCEMENT AT

16 INCHES ON CENTER.

BEAMS AND LINTELS SHALL BEAR A MINIMUM OF 8 INCHES ONTO SUPPORTING MASONRY, UNLESS NOTED OTHERWISE. BEARING FOR ALL BEAMS, LINTELS, JOISTS, ETC. SHALL BE GROUTED SOLID A MINIMUM OF ONE COURSE (8 INCHES) BELOW BEARING ELEVATION, UNLESS NOTED OTHERWISE.

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

EXPANSION ANCHORS SHALL NOT BE INSTALLED IN CONCRETE UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE

STRENGTH.

ADHESIVE ANCHORS

ADHESIVE ANCHORS SHALL BE HILTI "HIT HY200" FOR SOLID SUBSTRATE AND HILTI "HIT HY270" FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE ON PLANS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BY INSTALLERS TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE.

MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.

NON-SHRINK GROUT

GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF

5,000 PSI IN 28 DAYS.

WATERSTOPS

SELF-EXPANDING STRIP WATER STOPS SHALL BE VOLCLAY WATERSTOP-RX 101 UNLESS NOTED OTHERWISE. INSTALL IN ACCORDANCE

WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

STEEL STUDS SHALL CONFORM TO ASTM A108.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS

ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE

ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE

SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE

A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS.