Project 655-20-202 - Drawings.pdf

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

COVER SHEET ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

GI001

FULLY SPRINKLED

SAGINAW, MICHIGAN

NORTH

LOCATION MAP

PROJECT TEAM DRAWING SHEET INDEX

ARCHITECTURE, MEP ENGINEERING, STRUCTURAL:

OWNER: DESCRIPTIONSHEET ISSUE DATE NOTES

PHONE: 269.927.0144

269.593.5933FAX:

ALLIANCE | 7GAE JV

KALAMAZOO, MI 49007

600 E. MICHIGAN AVENUE - SUITE B

WEB: WWW.7GENAE.COM

OFFICE OF CONSTRUCTION AND

FACILITIES MANAGEMENT

DEPARTMENT OF VETERANS AFFAIRS

MEDICAL CENTER

SAGINAW, MI 48602

1500 WEISS ST

PROJECT NO. 655-20-202 VA SAGINAW ATRIUM RENOVATION BUILDING 22

SAGINAW, MICHIGAN

ALEDA E. LUTZ VA MEDICAL CENTER

1 GI001 COVER SHEET 11.11.2021

2 GI002 GENERAL INFORMATION & SYMBOL LEGEND 11.11.2021

3 VA101 EXISTING SITE CONDITIONS 11.11.2021

4 GC101 FIRST FLOOR COMPOSITE PHASING PLAN 11.11.2021

5 GC102 FIRST FLOOR PHASING PLANS 11.11.2021

6 CS101 SIDEWALK REPAIR PLAN & DETAILS 11.11.2021

7 S001 FOUNDATION & FRAMING DETAILS 11.11.2021

8 AD101 FIRST FLOOR DEMOLITION PLAN 11.11.2021

9 AE101 FIRST FLOOR & ROOF PLAN 11.11.2021

10 AE200 EXTERIOR ELEVATIONS 11.11.2021

11 AE300 BUILDING SECTIONS & DETAILS 11.11.2021

12 AE301 METAL CANOPY PLAN & DETAILS 11.11.2021

13 AE320 PLAN & SECTION DETAILS 11.11.2021

14 AE321 PLAN & SECTION DETAILS 11.11.2021

15 AC121 FIRST FLOOR REFLECTED CEILING PLAN & DETAILS 11.11.2021

16 AI400 INTERIOR ELEVATIONS 11.11.2021

17 AI401 ENLARGED EQUIPMENT PLAN & SCHEDULE 11.11.2021

18 AI520 CASEWORK DETAILS 11.11.2021

19 ID700 FIRST FLOOR FINISH PLAN, KEY, & DETAILS 11.11.2021

20 ID701 ATRIUM FURNITURE PLAN 11.11.2021

21 FA101 FIRE ALARM PLAN 11.11.2021

22 FX101 FIRE SPRINKLER PLAN 11.11.2021

23 P001 PLUMBING GENERAL INFORMATION & SYMBOLS 11.01.2021

24 P101 FIRST FLOOR WASTE & VENT PIPING PLAN 11.01.2021

25 P500 PLUMBING RISER DIAGRAM, DETAILS, AND SCHEDULES 11.01.2021

26 M001 MECH GENERAL INFO, SYMBOLS, DETAILS, SCHEDULES 11.01.2021

27 M101 FIRST FLOOR MECHANICAL PLAN 11.01.2021

28 E001 ELECTRICAL GENERAL INFO. & SYMBOL LEGEND 11.01.2021

29 ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN 11.01.2021

30 EL101 FIRST FLOOR LIGHTING PLAN 11.01.2021

31 E201 FIRST FLOOR POWER PLAN 11.01.2021

32 TY101 LOW VOLTAGE PLAN - FIRST FLOOR 11.11.2021

ALEDA E. LUTZ VA MEDICAL CENTER

PHONE: 202.617.8485

WWW.ALLIANCE.US.COMWEB:

ALEXANDRIA, VA 22314

2850 EISENHOWER AVE - SUITE 310

PROJECT LOCATION

100% BID DOCUMENTS

DEDUCTIVE ALTERNATES

ALTERNATE #1: ELIMINATE NEW INTERIOR HANGING GREEN

WALL FROM PROJECT.

DIRECTOR

ASSOCIATE DIRECTOR

PROJECT #655-20-202 SIGNATURE DATE

CHIEF OF STAFF

CHIEF, FMS

CHIEF, ENGINEERING SECTION

CHIEF, ENVIRONMENTAL MANAGEMENT SECTION

INFECTION CONTROL OFFICER

PATIENT SAFETY MANAGER

GEMS COORDINATOR

CHIEF, POLICE SERVICE

CHIEF, FIRE SERVICE

UNION SAFETY REPRESENTATIVE

CONTRACTING OFFICER

COR

SAFETY SPECIALIST

SEQ. NO.

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

95% CONSTRUCTION DOCUMENTS 09-08-2021

100% BID DOCUMENTS 11-11-2021

CONSTRUCTION TYPE: TYPE 1A

A300

A320

A420

A500

ARCHITECTURAL SYMBOLS & PLAN INDICATORS

ABBREVIATIONSBARRIER-FREE DESIGN INFORMATION

ROOMNAME

XXX

A

A

A

A

8'-0"

TOP OF STEEL

ELEV. 10'-0"

A200

TITLE

SCALE X" = 1'-0"

OBSTRUCTED APPROACH

UNOBSTRUCTED APPROACH

DRINKING FOUNTAIN REQUIREMENTS

SCALE: NONE

TYP. CODE REGULATED MOUNTING HEIGHTS

SCALE: NONE

TYP. EQUIPMENT MOUNTING HEIGHTS

SCALE: NONE

ELEVATION INDICATION

SHEET NO.

ELEVATION NUMBER

SECTION INDICATOR

ENLARGED PLAN OR

ELEVATION

PROPOSED SPOT

EXISTING SPOT

ELEVATION

100.57'

100.57'

STRUCTURAL SPAN

ROOF TRUSSES

FLOOR JOIST OR

RAMP

@ 16" O.C.

2 x 12

1" per 12"

SLOPE UP

REVISION TAG W/

REVISION NUMBER

KEYNOTE TAG

WINDOW TAG W/

WINDOW TYPE

INDICATOR

WALL SECTION CUT

COLUMN LINE

WALL TYPES

ELEVATION

BUILDING SECTION CUT

SHEET LOCATION

DETAIL NUMBER

TYPICAL

DIMENSIONING

SET-BACK LINE

PROPERTY LINE

EXISTING

CONTOUR

TOPOGRAPHY

CONTOUR

100'

100'

TOPOGRAPHY

PROPOSED

SECTIONS & DETAILS

TYPICAL TITLE FOR

DOOR NUMBER

DOOR TAG W/

ROOM NUMBER

ROOM NAME/

NORTH ARROW

60" DIAMETER CLEAR

WHEELCHAIR TURNING

SPACE - REFER TO PLAN

- REFER TO PLAN

AND GROUND SPACE

30" x 48" CLEAR FLOOR

CEILING HEIGHT TAG

GENERAL NOTES:

ACCESSIBLE CONTROLS, OPERATING

MECHANISMS & HARDWARE SHALL COMPLY

WITH SECTIONS 1109.13 OF THE MBC AND

SECTION 309 OF ICC/ANSI A117.1.

ACCESSIBLE SIGNAGE FURNISHED BY OWNER,

SHALL COMPLY WITH SECTIONS 1110 OF THE

MBC AND SECTION 703 OF ICC/ANSI A117.1.

PORTABLE FIRE EXTINGUISHERS TO BE

PROVIDED IN ACCORDANCE WITH THE 2000

ICC INTERNATIONAL FIRE CODE. MBC (906.1).

REFER TO FLOOR PLAN SHEETS FOR

LOCATIONS OF FIRE EXTINGUISHER CABINETS

(FEC)

ELECTRIC WATER

COOLER

FRONT SIDE

RECEPTACLE

LIGHT

SWITCH

HVAC

CONTROLS

FIRE

ALARM

FEC

LESS THAN 40#

FEC

GREATER THAN 40#

TEL

PP

RH/CH

GBX

SH1

CL

OT

SPH

CRK SND

PT

SD

HS

XR COM4 MR

CRBG

WP

TP SNR

4'-4"

TV

MOUNTING HEIGHT GENERAL NOTES:

1. REFER TO SHEET AI400 FOR EQUIPMENT

ABBREVIATIONS AND LOCATIONS.

2. REFER TO INTERIOR ELEVATIONS FOR

ADDITIONAL INFORMATION.

3. ITEMS ON THIS SHEET ARE NOT NECESSARILY

INCLUDED IN THIS PROJECT.

4. CONTRACTOR TO VERIFY ALL EQUIPMENT

MOUNTING HEIGHTS WITH OWNER.

5. REFER TO MECHANICAL/ELECTRICAL

DRAWINGS FOR DEVICE MOUNTING

HEIGHTS.

XXXNORTH

M A

X

IF

B

A R

R

IE

R F

R E E

M

IN

/1

" 4

" 5

M A

X

/1

TO

O

R

IF

IC

E

/1

M

IN

6" MIN 11" MIN

7 15/16" MIN

TO

O

R

IF

IC

E

SIDE FRONT

M

A X

M

A X

20" - 25"

M A

X

FRONT

M

A X

20" MAX

SIDE

SIDE FRONT

M

IN

M

A X

M

IN

M

A X

@ AT

A/C AIR CONDITIONING/AIR CONDITIONER

ACOUS ACOUSTICAL

AD AREA DRAIN, AUTOMATIC DAMPER

ADJ ADJUST, ADJUSTABLE

ALUM ALUMINUM

AP ACCESS PANEL

ACT ACOUSTICAL CEILING

B BASE

BAR BARRIER

BD BOARD

BF BARRIER FREE

BKT BRACKET

BLDG BUILDING

BLKG BLOCKING

BOTT BOTTOM

C TO C CENTER TO CENTER

CAB CABINET

CE COLUMN ENCLOSURE

CIR CIRCLE

CIR CIRCUIT

CL CENTER LINE, CLEARANCES

CLG CEILING

CJ CONTROL JOINT

CLKG CAULKING

CLO CLOSET

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CSS CLINICAL SERVICE SINK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA, D DIAMETER

DIM DIMENSION

DN DOWN

DR DRAIN

DS DOWNSPOUT

ELECT ELECTRICAL

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EP ELECTRICAL PANEL

EXH EXHAUST

EXP EXPOSED

EXIST EXISTING, EXSIST'G

EXT EXTERIOR

EW EACH WAY

FA FIRE ALARM

FD FIRE DAMPER OR FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FL, FLR FLOOR FINISH

FLG, FLRG FLOORING, FLOOR'G

FURN FURNITURE, FURNACE

FWC FABRIC WALL COVERING

FT FEET, FOOT

GALV GALVANIZE(D)

GL GLASS

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALLBOARD

GYP. BD GYPSUM BOARD

ID INSIDE DIAMETER

INSUL INSULATION

IN INCH(ES)

JAN JANITOR'S CLOSET

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HW HEADWALL

LAM LAMINATED

LF LINEAL FEET

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MANUF MANUFACTURED, MANUFACTURER

MIN MINIMUM

MLD'G MOLDING

MTL METAL

N NORTH

NAT NATURAL

NIC NOT IN CONTRACT

NORM NORMAL

NTS NOT TO SCALE

O.C. ON CENTER

OPN'G OPENING

O, O2 OXYGEN

PLAST PLASTIC

PNT PAINT

PREFAB PREFABRICATED

PLYWD PLYWOOD, PLYW'D

R RADIUS

RA RETURN AIR

REQ'D REQUIRED

RM ROOM

S SINK, SOUTH, SHINGLE

SA SUPPLY AIR

SAN SANITARY

SMKD SMOKE DAMPER

SECT SECTION

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS SERVICE SINK, STAINLESS STEEL

STD STANDARD

STOR STORAGE

SUSP SUSPEND(ED)

SYM SYMBOL, SYMMETRICAL

TOIL TOILET

TYP TYPICAL

UNFIN UNFINISHED

UTIL UTILITY

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

V.I.F. VERIFY IN FIELD

VT VINYL TILE

VWC VINYL WALL COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WNDW WINDOW

W. HTR WATER HEATER

W/O WITHOUT

WP WALL PROTECTION

GLASS GUARDRAIL & HANDRAIL: "LIVERS BRONZE MIRAGE" GLASS &

STAINLESS STEEL HANDRAIL.

EXPANSION JOINT COVER ASSEMBLIES: "CONSTRUCTION

SPECIALTIES ASM 100 & 200 EXPANSION JOINT COVERS"

WINDOW FILM: "3M COMMERCIAL SOLUTIONS PRESTIGE SUN

CONTROL FILM"

PRE-ENGINEERED METAL CANOPY: "MAPES POST-SUPPORTED METAL

CANOPY, COLOR: CUSTOM VA COLOR [PRIMARY-ALT-DARKETS #

046B99]."

SAFETY GATE: "ALVARADO VSG-1 PEDESTRIAN GATE, CLEAR PANEL

INFILL, SELF-CLOSING"

WHEELCHAIR LIFT: "ASCENSION CLARITY 16E"

HANGING GREEN WALL: "LIVEWALL INTERIOR GREEN WALL SYSTEM"

BRAND NAME OR EQUAL

PRODUCTS

INFECTION CONTROL NOTES

GENERAL NOTES:

COORDINATE WITH ALEDA E. LUTZ VAMC CONTRACTING

OFFICER'S REPRESENTATIVE (COR) TO COMPLETE AN

INFECTION CONTROL RISK ASSESSMENT MATRIX AND OBTAIN

AN INFECTION CONTROL CONSTRUCTION PERMIT FOR EACH

PHASE OF WORK OUTLINED IN THESE DOCUMENTS PRIOR TO

THE START OF DEMOLITION AND CONSTRUCTION. COMPLY

WITH ALL INFECTION CONTROL REQUIREMENT FOR THE

DURATION OF THE CONSTRUCTION PROJECT. SEE ITEM LISTED

BELOW AND SPECIFICATION FOR ADDITIONAL INFORMATION.

1. FOLLOW THE INFECTION CONTROL RISK ASSESSMENT (ICRA)

PROTOCOL. VERIFY ICRA PERMIT BEFORE STARTING WORK.

2. PREVENT DUST AND ODORS FROM MIGRATING INTO

ADJACENT AREAS BY USING NEGATIVE AIR SYSTEM. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

3. USE STICKY MATS AT POINTS OF EXIT TO ENSURE THAT FLOOR

CLEANLINESS IS MAINTAINED THROUGHOUT THE DURATION

OF CONSTRUCTION. USE SIGNAGE TO ALERT PEOPLE IN

AREA OF MAT.

4. INSTALLED SEALED BARRIERS (TEMPORARY 6 MIL. PLASTIC

BARRIER CEILING SYSTEM AS NEEDED DURING

CONSTRUCTION) TO LIMIT CONSTRUCTION DUST.

COORDINATE WITH COR.

5. TAKE PRECAUTIONS TO ENSURE DUST/DIRT IS NOT TRACKED

OUTSIDE OF WORK AREAS ON CLOTHING, CARTS, SUPPLIES,

AND RELATED ITEMS.

6. USE HEPA VAC TO VACUUM WORK AREAS, DAILY.

7. IN FINISHED AREAS, CLOSE CEILINGS (RESET TILE IN GRID)

BEFORE LEAVING AREA FOR MORE THAN 15 MINUTES. NO

CEILING SHALL BE LEFT OPEN OVERNIGHT.

8. FOLLOW ICRA RESPONSIBILITIES IN REGARDS TO CLEANING,

COVERING, AND CONTAINING. COVER ALL CONTAINERS

WHEN HAULING OUT DEBRIS.

9. PATH OF DEMOLITION/TRASH REMOVAL FROM RENOVATED

AREA TO BE COORDINATED WITH COR. ALL CONSTRUCTION

DEBRIS REMOVED AS PART OF DEMOLITION SHALL BE

REMOVED IN ENCLOSED/SEALED CONTAINERS/GONDOLAS

AND FOLLOW THE ICRA REQUIREMENTS AS COORDINATED

WITH THE COR.

10. PROTECT PROPERTY FROM DAMAGE (DIRT, GRIME,

BREAKAGE).

11. INDOOR AIR QUALITY (IAQ) CONTROL MEASURES DURING

CONSTRUCTION NOTES:

A. SHALL COMPLY WITH THE LATEST EDITION OF SMACNA

IAQ GUIDELINES FOR OCCUPIED BUILDING UNDER

CONSTRUCTION.

GENERAL CONSTRUCTION NOTES

APPLICABILITY OF GENERAL CONSTRUCTION NOTES:

THESE NOTES APPLY TO ALL WORK DESCRIBED IN THESE

DRAWINGS AND SPECIFICATIONS AND TO ALL CONTRACTORS

AND/OR SUBCONTRACTORS THAT WORK IN, ON, OR AROUND

THIS BUILDING OR THE ADJACENT SITE.

1. CONSTRUCTION WORK HOUR SCHEDULE: CONTRACTOR SHALL

COORDINATE PROJECT SCHEDULE WITH COR. THE BUILDING

SHALL REMAIN FULLY OCCUPIED DURING CONSTRUCTION.

THEREFORE, EXISTING CORRIDOR ACCESS AND OPERATIONS

SHALL REMAIN OPEN FOR SERVICE CONTINUALLY DURING

CONSTRUCTION.

2. EXISTING BUILDING UTILITIES: PRIOR TO THE COMMENCEMENT

OF ANY/ALL WORK, VERIFY THE LOCATION AND ENSURE THE

OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED

EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK

AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR

TO BE REMOVED. COORDINATE ALL VERIFICATION AND

MARKING WORK WITH THE COR.

3. BUILDING DUST AND INFECTION CONTROL: THE BUILDING

SHALL REMAIN FULLY OCCUPIED DURING ALL PHASES OF THIS

PROJECT. THEREFORE, PROVIDE, INSTALL, AND MAINTAIN ALL

CONSTRUCTION DUST, DEBRIS, AND INFECTION CONTROL

MEASURES OUTLINES.

4. BUILDING ACCESS AND SECURITY: THE BUILDING SHALL

REMAIN FULLY OCCUPIED DURING ALL PHASES OF THIS WORK.

THEREFORE, PROVIDE, INSTALL, AND MAINTAIN ALL

TEMPORARY MEASURES REQUIRED TO MAINTAIN ACCESS AND

SECURITY OF THE EXISTING BUILDING AND THE WORK AREA

FOR THE DURATION OF CONSTRUCTION. COORDINATE

SPECIFIC INFORMATION WITH THE COR. SEE SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

5. EXISTING WORK AREA AND BUILDING CONDITION: PROVIDE,

INSTALL, AND MAINTAIN PROTECTIVE MEASURES TO KEEP THE

EXISTING SPACES ADJACENT TO THE WORK AREA FROM

CONSTRUCTION DAMAGE DURING WORK. RESTORE ANY

PORTION OF THE EXISTING BUILDING OR ADJACENT SITE

INADVERTENTLY DAMAGED BY, OR AS A RESULT OF THIS

WORK, AT NO ADDITIONAL COST TO THE VA. SEE

SPECIFICATION FOR ADDITIONAL INFORMATION.

6. EXITS TO BE MAINTAINED: MAINTAIN A MINIMUM OF ONE(1)

EXIT FROM ALL WORK AREAS AT ALL TIMES FOR THE DURATION

OF CONSTRUCTION. MAINTAIN A MINIMUM OF TWO(2) EXITS

FROM ALL WORK AREA THAT SERVE MORE THAN 49

OCCUPANTS FOR THE DURATION OF CONSTRUCTION.

7. GENERAL DEMOLITION NOTES AND INFORMATION: SEE

DISCIPLINE DRAWINGS AND SPECIFICATIONS FOR GENERAL

DEMOLITION NOTES AND INFORMATION INCLUDING

DISPOSAL AND/OR SALVAGE OF DEMOLISHED MATERIALS.

COORDINATE SPECIFIC INFORMATION WITH THE COR.

8. GENERAL CONSTRUCTION NOTES AND INFORMATION: SEE

DISCIPLINE DRAWINGS AND SPECIFICATION FOR GENERAL

CONSTRUCTION NOTES AND INFORMATION INCLUDING

STORAGE AND STAGING OF CONSTRUCTION MATERIALS.

COORDINATE SPECIFIC INFORMATION WITH THE COR.

9. EXISTING PLUMBING SYSTEMS AND EQUIPMENT: THE BUILDING

SHALL REMAIN FULLY OCCUPIED DURING CONSTRUCTION.

10. EXISTING MECHANICAL SYSTEMS AND EQUIPMENT: THE

BUILDING SHALL REMAIN FULLY OCCUPIED DURING

CONSTRUCTION.

11. EXISTING ELECTRICAL POWER SUPPLIES AND EQUIPMENT: THE

BUILDING SHALL REMAIN FULLY OCCUPIED DURING

CONSTRUCTION.

12. EXISTING FIRE PROTECTION SYSTEMS AND EQUIPMENT:

A. THE BUILDING SHALL REMAIN FULLY OCCUPIED DURING

CONSTRUCTION. THEREFORE, COORDINATE ALL

TEMPORARY AND PERMANENT DISCONNECTING,

MODIFICATIONS TO, RE-ROUTING OF, AND

RECONNECTING OF EXISTING FIRE PROTECTION SYSTEMS

AND EQUIPMENT WITH THE COR AS NEEDED. THE FIRE

SPRINKLER SYSTEM SHALL BE FULLY OPERATIONAL AT THE

END OF DAY. SEE DRAWINGS AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

B. ALL FIRE-PROTECTION SYSTEM OR ZONE SHUTDOWNS ARE

TO BE LIMITED TO LESS THAN 4 HOURS PER 24 HOURS. IF

WORK WILL REQUIRE A SHUTDOWN LONGER THAN 4

HOURS, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE

FIRE WATCHES IN ALL EFFECTED ZONES AND WORK IS

REQUIRED TO BE CONTINUOUS UNTIL THE FIRE-PROTECTION

IS FULLY RESTORED. THE CONTRACTOR IS REQUIRED TO

DEVELOP THE SCHEDULE OF THE WORK OUTLINED AND

PROVIDE THE COR AT LEAST 2 WEEKS NOTICE PRIOR TO

TAKING ANY ZONE OFFLINE FOR ANY LENGTH OF TIME.

13. SAFETY IN CONSTRUCTION AREA:

A. KEEP ACCESS POINTS SECURED TO PREVENT INJURY OF

PATIENTS, STAFF OR VISITORS AND/OR THEFT OF PROPERTY.

WHEN WORKING OUTSIDE THE PRIMARY CONSTRUCTION

SITE, KEEP TOOLS AND MATERIALS UNDER CONTROL.

COVER UP TOOL CART, LOCK TOOL BOXES. NO

TOOLS/MATERIALS SHALL BE LEFT UNATTENDED.

B. KEEP UNATTENDED CARTS OUT OF STAIRWELLS AND

CORRIDORS TO PREVENT OBSTRUCTION OF EVACUATION

IN THE EVENT OF AN EMERGENCY. REQUEST HOT

WORK/FIRE ALARM PERMIT IN ADVANCE OF SOLDERING,

WELDING, FIRE ALARM MAINTENANCE, DEMOLITION(DUST

GENERATED IN SMOKE DETECTOR AREA), AND RELATED

ITEMS. HOT WORK/FIRE ALARM SHALL BE RENEWED EVERY

FOUR(4) HOURS IF FIRE ALARM IS REQUIRED TO BE

SHUTDOWN. NOTIFY COR IN ADVANCE (5 DAY MINIMUM)

FOR SHUTDOWN OR BLOCKING OF EGRESS ROUTE.

CONTRACTOR SIGNAGE SHALL BE POSTED SHOWING

ALTERNATE ROUTES BEFORE CLOSURE. SIGNAGE SHALL BE

PROVIDED BY CONTRACTOR FOR APPROVAL BY THE COR.

C. MAINTAIN INTEGRITY OF FIRE DOORS/WALLS TO ENSURE

CLOSING AND LATCHING OF DOORS FOR CONTROLLING

SPREAD OF SMOKE. SEAL ALL PENETRATING HOLES

IMMEDIATELY AFTER WORK COMPLETED IN AREA. NO

PROPPING, CHOKING, TYING DOOR OPEN.

D. KNOW THE LOCATIONS OF LOCAL SHUTOFF VALVES OF

WATER SYSTEMS (DOMESTIC AND SPRINKLER) TO ENSURE

QUICK RESPONSE IN THE EVENT OF PIPE BREAK. COR WILL

DETERMINE WHO HAS A NEED TO KNOW.

E. CONTRACTOR TO PATCH/REPAIR FIRE RATED WALLS

IMMEDIATELY AS A RESULT OF CONSTRUCTION TO ENSURE

THE RATING IS MAINTAINED.

INTERSECTION OF RATED WALLS

LOWER PRIORITY WALL

HIGHER PRIORITY WALL

HIGHER PRIORITY WALL

LOWER PRIORITY WALL

HIGHER PRIORITY

WALL

LOWER PRIORITY WALL

TAPE AND SEAL BEHIND

INTERSECTING

PARTITION (TYP.)

LOWER

PRIORITY WALL

HIGHER

PRIORITY WALL

GYP. BD. ON METAL

STUDS

LOWER PRIORITY WALL

HIGHER PRIORITY WALL

HIGHER PRIORITY WALLS

TO RUN CONTINUOUS PAST

A LOWER PRIORITY WALL

LOWER

PRIORITY WALL

ABUTMENT OF DISSIMILAR WALLS

NOTE: REFER TO FLOOR PLANS FOR

LOCATION OF CONSTRUCTION

PARTITION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

GENERAL INFORMATION &

SYMBOL LEGEND

ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

GI002

FULLY SPRINKLED

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

95% CONSTRUCTION DOCUMENTS 09-08-2021

MH1509

RIM=604.24

MH2592

RIM=603.99

CONCRETE

RAMP

GRASS

GRASS

GRASS

GRASS

GRASS

CONCRETE

STONES

GRASS

CONCRETE

ASPHALT

GRASS

GRASS

STONES

G R A S S

BUILDING

BUILDING

BUILDING

ASPHALT

ASPHALT

CONCRETE SIDEWALK

CONCRETE SIDEWALK

GRASS

C O N C R E

TE

S

ID

E W A

LK

C O N C R E

TE

S

ID

E W A

LK

CONC

CONC

CONC

CONC

CONC

CONC

CONC

STONES

STONES TRANSFORMERS

C O N C

W A

LL

B R

IC

K

W A

LL

C O N C

W A

LL

CONCRETE WALL

W A

LL

W A

LL

W A

LL

W A

LL W

A

LL

FF=606.69

SILL

FF=608.46

SILL

FF=606.41

SILL

FF=611.85FF=611.87

FF=610.18

SILL

FF=604.80

SILL

FF=606.66

SILL

FF=609.97

SILL

FF=606.46

SILL

1"

STEAM

YARD DRAIN

RIM=599.96

P O R C H

GRATE

GRATE

12"

SS

C O M B

S W R

C O M B

S W R

8"COMB.

SWR

12" COMB.

SWR

10" COMB.

SWR

C O M B

8" COMB.

SWR

C O M B

S W R

6" COMB.

SWR

6"

COMB.4"

COMB.

G U A R D R A

IL

C H A

IN

LI

N K

6' CHAINLINK

C H A

IN

LI

N K

C H A

IN

LI

N K

8' IRON

G A

TE

G A

TE

PED XING

STOP

STOP

3 ADMIN

4 ADMIN

HC

HC

YIELD

RESERVE PARKING

RESERVE PARKING

R E S

P K

IN

G

CB2266

RIM=603.20

CB3237

RIM=602.98

G

G

G G G G G

GGG

AC

AC

AC

AC

AC

AC

S

S

S

S

CO

CO

W

W

E

E

VERIFY UNDERGROUD

UTILITIES BEFORE EXCAVATION

FOR SIDEWALK AND CANOPY

FOOTINGS IS TO OCCUR.

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

EXISTING SITE CONDITIONS ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

VA101

FULLY SPRINKLED

NORTH

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

EXISTING SITE CONDITIONS

CALL MISS DIG 1-800-482-7171

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

UP

FF

WUTQK K.1 NL.5 U.8

Y.2

Y.6 Y.8 BB

0.1

K.2

11.10

11.11

L N

M

16.2

K.3J.3H.3G.3F.3E.3

17.2

AREA A

AREA B

BB

AREA A

AREA PLAN LEGEND

AREA NOT IN PROJECT SCOPE

AREA B

PUBLIC EGRESS TRAVEL PATH

GENERAL PHASING NOTES

1. PHASING SHALL BE DONE IN SEQUENCE ACCORDING TO

PLANS. NO PHASING OVERLAP SHALL BE ALLOWED. NO WORK

OUT OF SEQUENCE SHALL BE ALLOWED.

2. PHASING DRAWINGS SHALL BE USED IN CONJUNCTION WITH

ENTIRE SET OF CONSTRUCTION DRAWINGS. DO NOT REMOVE

ITEMS WITHOUT VERIFYING AND COORDINATING WITH ALL

GENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL

PROJECT.

3. ALL CONSTRUCTION ENTRY DOORS ARE TO USE VA STANDARD

DOOR HARDWARE AND KEYED ALIKE WITH VA STANDARD

LOCKSETS.

4. ALL CONSTRUCTION ENTRANCE DOORS ARE TO REMAIN

LOCKED AT ALL TIMES.

5. ALL CONSTRUCTION ENTRANCES ARE REQUIRED TO HAVE

STICKY WALK-OFF MATS ON INSIDE & OUTSIDE OF

WORKSPACE.

6. CONTRACTOR TO REFER TO DEMOLITION SHEET AD101 FOR

ADDITIONAL INFORMATION ON DEMOLITION INTENT &

EXTENT.

7. CONTRACTOR TO REFER TO ARCHITECTURAL SHEETS AE101 &

AE401 FOR ADDITIONAL DOOR INFORMATION.

8. AFTER HOURS WORK TO TAKE PLACE BETWEEN 6:00 PM - 5.30

AM, MONDAY-FRIDAY, ALL DAY SATURDAY & SUNDAY.

9. TEMPORARY WALL REMOVAL TO TAKE PLACE AFTER

STANDARD OPERATING HOURS. VERIFY AND COORDINATE

WITH COR.

10. ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS

INDICATED IN SPECIFICATIONS SHALL BE DONE AFTER HOURS

AND COORDINATED WITH THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) AT NO PREMIUM COST TO THE

GOVERNMENT.

11. IF HAZARDOUS MATERIAL IS ENCOUNTERED INSIDE EXISTING

WALLS AND/OR AREAS NOT VISIBLE PRIOR TO DEMOLITION,

THE CONTRACTOR SHALL CONTACT COR FOR ABATEMENT.

12. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

ENSURE ALL BUILDING AND CONSTRUCTION CODES ARE MET

FOR EACH PHASE PRIOR TO OCCUPANCY BEING GRANTED.

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

FIRST FLOOR COMPOSITE

PHASING PLAN

ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

GC101

FULLY SPRINKLED

NORTH

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

FIRST FLOOR PHASING

COMPOSITE PLAN

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

FF

WUTQK K.1 N

L.5 U.8 Y.2

Y.6 Y.8

BB

0.1

K.2

11.10

L N

M

16.2

K.3J.3H.3G.3F.3E.3

17.2

H.7G.4F.4

AREA A

NOTE:

CONTRACTOR SHALL INSTALL TEMPORARY

CONSTRUCTION WALL & DOOR PRIOR TO

ANY DEMOLITION TAKING PLACE; TEMP

WALL INSTALLATION TO TAKE PLACE AFTER

HOURS.

C1-14

ATRIUM

C1-7

CORRIDOR

STAIR

C

LR

CLR.

6' - 0"

BB

STAIR

22-1400A

CORRIDOR

22-1400

CORRIDOR

22-1405

DINING ROOM

INSTALL TEMPORARY

CONSTRUCTION BARRIER & GATE

PRIOR TO ANY DEMOLITION

TAKING PLACE.

NOTE:

DEMOLISH EXISTING RAMP

AND PARTIAL HEIGHT WALLS

NOTE:

DEMOLISH EXISTING

CONCRETE SIDEWALK SLAB,

CURB & GUTTER, AND

PORTION OF ASPHALT.

MAINTAIN WALKWAY

CLEARANCE FOR PEDESTRIANS

NOTE:

CONTRACTOR TO PAINT

TEMP WALL & DOOR

FRAME ON PUBLIC SIDE.

NOTE:

CONTRACTOR TO

TEMPORARILY REMOVE &

SAFELY STORE EXISTING

DECORATIVE FENCE.

REINSTALL AFTER PHASE 1 IS

COMPLETE.

C

LR

SECTION OF BARRIER

TO BE TEMPORARILY

REMOVED TO

ACCOMMODATE

NEW CURB &

SIDEWALK WORK

WUTQK K.1 N

L.5 U.8 Y.2

Y.6 Y.8

BB

0.1

K.2

11.10

11.11

L N

M

16.2

K.3J.3H.3G.3F.3E.3

17.2

AREA B

BB

STAIR

22-1400A

CORRIDOR

22-1400

CORRIDOR

22-1405

DINING ROOM

PRIOR TO BEGINNING OF PHASE 2

DEMOLITION & CONSTRUCTION,

DEMOLISH TEMPORARY PARTITION WALL

& DOOR.

NOTE: CONTRACTOR TO HAVE

GUARDRAIL, SECURITY GATE, AND

BUMPER RAIL INSTALLED BEFORE

PHASE 2 CAN BEGIN.

NOTE:

WORK IN THIS AREA IS TO BE COMPLETED

AFTER HOURS

NOTE:

CONTRACTOR TO STOP

FLOOR FINISH UPGRADES AT

THIS POINT.

NOTE:

CONTRACTOR TO STOP

FLOOR FINISH UPGRADES AT

THIS POINT.

NOTE:

CONTRACTOR TO STOP

FLOOR FINISH UPGRADES AT

THIS POINT.

NOTE: CONTRACTOR PROVIDE DUST

SEPARATION BETWEEN CORRIDOR

AND ATRIUM DURING THIS PHASE

CORRIDOR TO REMAIN

OPERATIONAL TO STAFF AND

PATIENTS AT ALL TIMES

GENERAL PHASING NOTES

1. PHASING SHALL BE DONE IN SEQUENCE ACCORDING TO

PLANS. NO PHASING OVERLAP SHALL BE ALLOWED. NO WORK

OUT OF SEQUENCE SHALL BE ALLOWED.

2. PHASING DRAWINGS SHALL BE USED IN CONJUNCTION WITH

ENTIRE SET OF CONSTRUCTION DRAWINGS. DO NOT REMOVE

ITEMS WITHOUT VERIFYING AND COORDINATING WITH ALL

GENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL

PROJECT.

3. ALL CONSTRUCTION ENTRY DOORS ARE TO USE VA STANDARD

DOOR HARDWARE AND KEYED ALIKE WITH VA STANDARD

LOCKSETS.

4. ALL CONSTRUCTION ENTRANCE DOORS ARE TO REMAIN

LOCKED AT ALL TIMES.

5. ALL CONSTRUCTION ENTRANCES ARE REQUIRED TO HAVE

STICKY WALK-OFF MATS ON INSIDE & OUTSIDE OF

WORKSPACE.

6. CONTRACTOR TO REFER TO DEMOLITION SHEET AD101 FOR

ADDITIONAL INFORMATION ON DEMOLITION INTENT &

EXTENT.

7. CONTRACTOR TO REFER TO ARCHITECTURAL SHEETS AE101 &

AE401 FOR ADDITIONAL DOOR INFORMATION.

8. AFTER HOURS WORK TO TAKE PLACE BETWEEN 6:00 PM - 5.30

AM, MONDAY-FRIDAY, ALL DAY SATURDAY & SUNDAY.

9. TEMPORARY WALL REMOVAL TO TAKE PLACE AFTER

STANDARD OPERATING HOURS. VERIFY AND COORDINATE

WITH COR.

10. ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS

INDICATED IN SPECIFICATIONS SHALL BE DONE AFTER HOURS

AND COORDINATED WITH THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) AT NO PREMIUM COST TO THE

GOVERNMENT.

11. IF HAZARDOUS MATERIAL IS ENCOUNTERED INSIDE EXISTING

WALLS AND/OR AREAS NOT VISIBLE PRIOR TO DEMOLITION,

THE CONTRACTOR SHALL CONTACT COR FOR ABATEMENT.

12. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

ENSURE ALL BUILDING AND CONSTRUCTION CODES ARE MET

FOR EACH PHASE PRIOR TO OCCUPANCY BEING GRANTED.

• INSTALL THE EXTERIOR CONSTRUCTION BARRIER & GATE TO

ENCLOSE THE AREA OF EXTERIOR WORK AND THE

CONTRACTOR'S LAYDOWN AREA.

• CONSTRUCT TEMPORARY CONSTRUCTION WALL TO ENCLOSE

AREA A

• AREA A - SELECTIVELY REMOVE EXISTING INTERIOR

ARCHITECTURAL ELEMENTS, INCLUDING BUT NOT LIMITED TO:

WALLS, CEILINGS, FINISHES, ELECTRICAL, PLUMBING, & HVAC.

• CONSTRUCT NEW CANOPY STRUCTURE.

• AREA A - CONSTRUCT NEW WALL FURRING AS NOTED; INSTALL

NEW FINISHES AND CEILING; SPACE TO BE FULLY FINISHED PRIOR

TO OPENING EGRESS TO PUBLIC & STAFF.

• DIMENSIONS ON THIS PLAN ARE REPRESENTING CLEAR EGRESS

WIDTH ONLY.

NOTE:

• ALL TEMPORARY CONSTRUCTION WALLS ARE TO BE 1-HR RATED

& CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS AND SHALL

BE SMOKE & DUST TIGHT; WALLS ARE TO BE 3-5/8" MTL. STUDS W/

TYPE 'X' GYP. BD. ON BOTH SIDES; PROVIDE CONSTRUCTION

SIGNAGE "DANGER - CONSTRUCTION AREA, AUTHORIZED

PERSONNEL ONLY".

PHASE 1 DESCRIPTION

• DEMOLISH TEMPORARY CONSTRUCTION WALL BEFORE

COMMENCING BALANCE OF PHASE 2 WORK.

• AREA B - REMOVAL & REPLACEMENT OF ALL FLOORING FINISHES

INCLUDING WALL BASE. AFTER DEMOLITION IS COMPLETE,

INSTALL ALL NEW FINISHES FOR DESIGNATED AREA; PATCH &

REPAIR ADJACENT FLOORING TO PROVIDE UNIFORM FINISH.

NOTE:

• CONTRACTOR IS TO PROVIDE DUST SEPARATION FOR THE

CONSTRUCTION AREA AT THE BEGINNING OF EACH SHIFT; AT THE

END OF EACH SHIFT, CONTRACTOR IS TO REMOVE DUST

SEPARATION AND CLEAN AREA AS REQUIRED; PROVIDE STICKY

WALK-OFF MATS AT ENTRANCE TO CONSTRUCTION AREA;

PROVIDE CONSTRUCTION SIGNAGE "DANGER-CONSTRUCTION

AREA, AUTHORIZED PERSONNEL ONLY".

• DUE TO WORK TAKING PLACE AFTER BUSINESS HOURS,

CONTRACTOR IS TO PROVIDE TEMPORARY FLOORING OVER

CONSTRUCTION AREA DURING BUSINESS HOURS TO ENSURE

PATIENT & STAFF SAFETY.

• CORRIDOR C1-7 TO REMAIN OPERATION AT DURING

CONSTRUCTION

PHASE 2 DESCRIPTION

AREA A

AREA PLAN LEGEND

AREA NOT IN PROJECT SCOPE

AREA B

PUBLIC EGRESS TRAVEL PATH

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

FIRST FLOOR PHASING PLANS ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

GC102

FULLY SPRINKLED

NORTH

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

FIRST FLOOR PHASING PLAN -

PHASE 1

NORTH

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

FIRST FLOOR PHASING PLAN -

PHASE 2

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

WUTQK K.1 NL.5 Y.2

0.1

K.2 E.3

CS101

Sim

CS101

Sim

CS101

Sim

6'

6"

AREA OF

RAMP FLARE

(PAINT BLUE)

TACTILE DOME

WARNING STRIP

AREA OF

DETECTABLE

WARNING (PAINT

YELLOW)

NEW CURB &

GUTTER; MATCH

EXISTING PROFILE

NEW CONCRETE

SIDEWALK; SEE

STRUCTURAL

PATCH EDGE OF ASPHALT AS

REQ'D; BLEND GRADES FOR

POSITIVE DRAINAGE

RAMP FLARE (PAINT

BLUE); CONSTRUCT

FLARE LENGTH AS

REQD. TO HAVE MAX.

SLOPE OF 1:12

TACTILE DOME

WARNING STRIP

1:12

MAX.

AREA OF DETECTABLE

WARNING (PAINT YELLOW)

1:12

MAX.

1:12 MAX.

1:12

MAX.

1:12

MAX.

607' - 9 1/2"

607' - 9 1/2"

605' - 9 1/2"

MATCH EXISTING SIDEWALK

& CURB ELEVATIONS

5' - 0"

607' - 9 1/2"

605' - 10"

605' - 3"

CONSTRUCT FLARE LENGTH

AS REQD. TO HAVE MAX.

SLOPE OF 1:12

605' - 9 1/2"

2 1/2"

2' - 0"

7" 1' - 5"

/2

5/

8"3"

5 1/2" 1 1/2" BATTER

TOE OF GUTTER

TOE OF GUTTER

4"

EPOXY COATED

#4 BAR

M

IN

/2

FOR USE WHEN PAVEMENT

SLOPE IS TOWARD CURB

FOR USE WHEN PAVEMENT

SLOPE IS AWAY FROM CURB

GUTTER LINE

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

SIDEWALK REPAIR PLAN &

DETAILS

ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 MR NTF

100% BID

DOCUMENTS

CS101

FULLY SPRINKLED

SCALE: 12" = 1'-0"CS101

CURB RAMP02

SCALE: NTSCS101

CURB ACCESS RAMP - CORNER03

NORTH

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

SIDEWALK REPAIR PLAN

SCALE: 1 1/2" = 1'-0"CS101

STANDARD CROWN 24" CURB AND GUTTER01

SCALE: NTSCS101

TRUNCATED DOME TACTILE - WARNING STRIP04

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

d d

4d OR

2~8" MIN

d

O R

M

IN

6d O

R 4" M

IN

12d d d d d d d

O R

M

IN

d

O R

M

IN

6d O

R

4" M

IN

6d OR

4" MIN

ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS

BEAM STIRRUPS AND COLUMN TIES

BEAM OR COLUMN CROSSTIES

45°

45° d = BAR DIAMETER, D = BEND DIAMETER

90° D D

135°

DD

STIRRUP

D

D 180°

D

D

90°

90° D

180° D

STIRRUP OR TIE

135°

D

90°

D

D

D 180°

D = 6d FOR #3 THRU #8 D = 8d FOR #9, 10 & 11

D = 4d FOR #3, 4 & 5 D = 6d FOR #6, 7 & 8

OTHER BARS

MIN DEVELOPMENT

LENGTH "Ld"

MIN LAP SPLICE

LENGTH "Ls"

TOP BARS

MIN DEVELOPMENT

LENGTH "Ld"

MIN LAP SPLICE

LENGTH "Ls"

BAR

SIZE

MIN EMBEDMENT

LENGTH FOR

STANDARD END

HOOK "Ldh"

#3

#4

#5

#6

#7

#8

#9

#10

#11

CONCRETE COMPRESSIVE STRENGTH @ 28 DAYS = 3000 psi

NOTES:

1. VALUES ARE IN INCHES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH

CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld

OR CLEAR SPACING > 2db AND CLEAR COVER > db.

2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld.

3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED

ON DOCUMENTS AS "TOP BAR".

4. LAP SPLICES SHOWN ARE CLASS B.

5. THIS TABLE IS NOT FOR COLUMNS OR SHEAR WALLS. SEE SPECIFIC SCHEDULES.

(1,2,4,5)

(3)

SAW CUT JOINT

NOTES:

1. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE WITHOUT

CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT

DIRECTION OF POUR FIRST.

1/8" WIDE X t/4 SAW CUT DEPTH

OR 1-1/2" PRE-MOLDED JOINT.

FILL CUT JOINT w/ MASTIC

RUN EVERY OTHER REINF.

CONTINUOUS THRU JOINT AND

STOP REMAINING REINF. 4" CLR.

FROM JOINT.

SNOW LOADS (PER ASCE 7-10):

• GROUND SNOW LOAD (pg): 35 lb/ft2

• EXPOSURE FACTOR (Ce): 1.0

• THERMAL FACTOR (Ct); 1.0

SEISMIC LOADS (PER ASCE 7-10):

• SITE CLASS D

• MCER GROUND MOTION (PERIOR=0.2s) (Ss): 0.069

• MCER GROUND MOTION (PERIOR=1.0s) (S1): 0.04

• NUMERI SEISMIC DESIGN VALUE AT 0.2s (SDS): 0.074

• NUMERIC SEISMIC DISIGN VALUE AT 1.0s (SD1): 0.064

WIND LOADS (PER ASCE 7-10):

• EXPOSURE CATEGORY: C

• ULTIMATE WIND SPEED: 120 lb/ft2

FROST DEPTH:

• FROST DEPTH: 42 inches

DESIGN LOAD REQUIREMENTS

U

TQK K.1 NL.5

U.8

0.1

K.2

S001

Sim

4X4 CANOPY

COLUMN BY CANOPY

MANUFACTURER, TYP.

8" 6' - 10" 6' - 11 3/4" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 3/4" 5' - 9" 5' - 9"

1' - 4 5/16"

" 5

/2

/4

/2

/2

01 02

TYP.

EXISTING CONC.

FOUNDATION

WALL

1'-6"

1'-2"

2"CLR

TYP

8" 1 1/2"

TYP

3/16

PIER SECTION

FIELD WELD COL

TO EMBED PLATE

FIELD WELD COL

TO EMBED PLATE

PLATE TO REINF

#3 SPIRAL @3° PITCH

(4) #6 VERTICAL

CONCRETE PIER

6" CONC SLAB ON GRADE

W/#3 REBAR @18"OC EACH

WAY OVER 6" OF

COMPACTED CRUSHED

ROCK PER PLAN

HSS4x4x1/4

STEEL COLUMN

CL COL

CL PIER

CL COL

EMBED PLATE 1/2 x 8" x 8"

W/(4) 3/4 " x 6" WHS

EMBED PLATE

EMBED PLATE 1/2 x 8" x 8"

W/(4) 3/4 " x 6" WHS

HSS4x4x1/4

STEEL COLUMN

(2)#5

(A706)

WELDABLE REINF

8"

EMBED PLATE

1/2 x 1'-0" x 1'-0"

1/4

EMBED PLATE

1/4

1/4

#4x1'-0" LONG STAINLESS STEEL

THREADED ROD W/4" MIN EMBED

INTO EXISTING

1/2 PRE-MOLDED JOINT FILLER

NOTES:

1. CONTRACTOR TO COORDINATE DETAIL WITH CANOPY

MANUFACTURER PRIOR TO CONSTRUCTION.

2. SUBMIT CANOPY BASE REACTION FOR REVIEW PRIOR

TO FABRICATION AND CONSTRUCTION.

3. CANOPY MANUFACTURER TO SUBMIT SIGNED AND

SEALED DRAWINGS FOR CANOPY AND FOUNDATIONS.

1' - 0"

M

IN

1' - 0"

TY

P

TY

P

C

LR

1' - 6"

1' - 0"

FOUNDATION & ROOF

FRAMING KEYNOTES

01 INDICATED OUTLINE OF EXISTING STRUCTURE.

02 EXISTING WALL.

03 HSS 6X4X1/4 BEAM BELOW.

04 HSS 4X4X1/4 COLUMN BASE PLATE BY METAL

CANOPY MANUF.

05 6" CONCRETE SLAB ON GRADE w/ #3 @18" o.c. REBAR

EACH WAY OVER 6" COMPACTED CRUSHED ROCK.

06 12" DIA. CONCRETE PIER

07 12" X 6" CONCRETE SLAB EDGE. DRILL & EPOXY

DOWEL WALL AND FOOTING HORIZONTAL

REINFORCING 4" MINIMUM INTO EXISTING, TYP.

WHERE NEW MEETS EXISTING.

U

TQK K.1 NL.5

U.8

0.1

K.2

C.J.

4' - 1 3/4" 4' - 1 3/4"4' - 1 3/4" 4' - 1 3/4" 4' - 1 3/4" 4' - 1 3/4"3' - 5 7/8" 3' - 5 7/8" 4' - 1 3/4" 4' - 1 3/4"3' - 5" 3' - 5" 4' - 1 7/8" 4' - 1 7/8" 5' - 9" 5' - 9"

C.J.C.J.C.J.C.J. C.J. C.J. C.J.

C.J.

C.J.

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

FOUNDATION & FRAMING

DETAILS

ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 GM NTF

100% BID

DOCUMENTS

S001

FULLY SPRINKLED

SCALE: NTSS001

STANDARD HOOKS, BENDS, STIRRUPS, AND TIES02

SCALE: NTSS001

CONTROL JOINT DETAIL03

NORTH

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

METAL CANOPY FOUNDATION

PLAN

SCALE: 1" = 1'-0"S001

FOOTING DETAIL AT METAL CANOPY01

NORTH

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

METAL CANOPY CONTROL

JOINT PLAN

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

OS

S

S

M

WUTQKK.1 NL.5 U.8

Y.2 Y.6 Y.8 BB

0.1

K.2

11.10

11.11

L N

M

16.2

K.3J.3H.3G.3F.3E.3

17.2

AD101

1195 SF

C1-7

CORRIDOR

1204 SF

C1-14

ATRIUM

51 SF

#7

STAIR

10 09

GENERAL DEMOLITION NOTES

1. ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED

TO WHAT IS SHOWN ON THE DEMOLITION PLANS. THE INTENT IS

TO REMOVE ALL MATERIALS AND ITEMS AS REQUIRED TO

FACILITATE NEW CONSTRUCTION.

2. CONTRACTORS SHALL VERIFY FIELD CONDITIONS, IF

CONDITIONS DO NOT REFLECT WHAT IS NOTED IN THE

CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT.

3. THIS PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET

OF CONSTRUCTION DOCUMENTS. DO NOT REMOVE ANY ITEMS

WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL

TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS.

LOCATION OF DUMPSTERS TO BE DETERMINED BY COR WITH

CONTRACTORS INPUT.

5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

DEMOLISHED MATERIALS. DO NOT ALLOW MATERIALS AND

DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO

ACCUMULATE ON THE JOBSITE. REMOVE DAILY AND DISPOSE

OF IN A LEGAL MANNER. NO ONSITE SALE OR BURNING OF

REMOVED ITEMS IS PERMITTED.

6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS

TO ENSURE THE SAFETY OF THE PUBLIC AND/OR WORKERS ON

THE SITE TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON

ON, ABOUT OR ADJACENT TO THE PREMISES. THE CONTRACTOR

SHALL COMPLY WITH ALL LAWS, ORDINANCES, CODES AND

REGULATIONS PERTAINING TO SAFETY AND THE PREVENTION OF

ACCIDENTS.

7. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SUPPORT,

INSULATION, WATERPROOFING, EMERGENCY LIGHTING,

SECURITY, ALARMS, ETC. FOR ALL OR PART OF ITEMS WHICH

ARE TO REMAIN.

8. THE OWNER RESERVES THE RIGHTS TO ANY REMOVED

MATERIALS OR ITEMS. CONTRACTOR TO COORDINATE WITH THE

COR.

9. DO NOT CUT AND/OR PATCH STRUCTURAL ELEMENTS IN A

MANNER THAT COULD CHANGE THEIR LOAD-CARRYING

CAPACITY OR LOAD-DEFLECTION RATIO.

10. PATCH/REPAIR OR REPLACE ALL AREAS DAMAGED BY

DEMOLITION, REWORK AS REQUIRED, PREPARE FOR NEW

CONSTRUCTION AS REQUIRED. BRICK OR BLOCK PATCHING

SHALL BE TOOTHED-IN TO MATCH EXISTING COURSING

PATTERN.

11. WHERE WALLS & CEILINGS ARE TO BE REMOVED, ALL ITEMS

THAT FALL WITHIN THE WALLS &/OR CEILINGS ARE TO BE

REMOVED OR REROUTED. REFER TO MECHANICAL, ELECTRICAL,

AND PLUMBING PLANS FOR ADDITIONAL DEMOLITION NOT

SHOWN ON THIS SHEET.

12. CONSTRUCTION AREAS TO BE COMPLETELY SEPARATED FROM

OCCUPIED AREAS WITH A ONE-HOUR FIRE RATED ASSEMBLY,

AND WITH SUITABLE DUST BARRIER. TEMPORARILY SEAL OFF ALL

RETURN & SUPPLY AIR DIFFUSERS IN CONSTRUCTION AREA.

PROVIDE RE-CIRCULATING HEPA FILTER IN CONSTRUCTION

AREA. ALL DEMOLISHED MATERIAL IS TO BE REMOVED FROM

SITE IN A COVERED CONTAINER. NEGATIVE AIR PRESSURE TO BE

MAINTAINED WITHIN CONSTRUCTION ZONE.

13. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING

DEMOLITION, CONTRACTOR SHALL CONTACT THE COR FOR

ABATEMENT.

14. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND

SURFACES CUT OR DAMAGED DURING DEMOLITION, BY

METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING

WARRANTIES.

15. CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING

ARE PERFORMED.

16. CONTRACTOR SHALL PATCH, REPAIR, AND INFILL ALL APPLIED

FIREPROOFING MATERIAL IN AREAS LEFT UNPROTECTED DUE TO

REMOVAL OF EXISTING ELEMENTS OR AREAS DAMAGED

DURING NEW WORK AND DEMOLITION. MATCH EXISTING

FIREPROOFING MATERIAL TYPE AND THICKNESS TO MAINTAIN

REQUIRED LEVEL OF PROTECTION.

17. ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS

INDICATED IN SPECIFICATIONS SHALL BE DONE AFTER HOURS

AND COORDINATED WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AT NO PREMIUM COST TO THE

GOVERNMENT.

DEMOLITION KEY NOTES

01 REMOVE EXISTING RAMP CONSTRUCTION AS

SHOWN, INCLUDING QUARRY TILE FINISH, CONCRETE

RAMP SLAB, CONCRETE FOUNDATION WALLS, AND

DIRT INFILL. PATCH & REPAIR ADJACENT SURFACES

TO REMAIN AS NECESARY TO PREPARE FOR NEW

CONSTRUCTION AND/OR NEW FINISHES.

02 REMOVE SECTION OF EXISTING CONCRETE

SIDEWALK.

03 REMOVE & SALVAGE EXISTING DOOR & HARDWARE.

EXISTING FRAME TO REMAIN. TURN OVER TO OWNER

UNLESS DIRECTED OTHERWISE BY THE COR.

PREPARE FRAME AS REQUIRED TO RECEIVE NEW

DOOR & HARDWARE.

04 REMOVE EXISTING CEILING TILE & GRID.

CONTRACTOR TO SALVAGE TILE & GRID FOR

RECYCLING.

05 REMOVE EXISTING WALL FINISHES, WALL BASE, AND

ALL ITEMS ATTACHED TO WALLS. TURN OVER TO

OWNER, UNLESS DIRECTED OTHERWISE BY THE

COR. PATCH & REPAIR EXPOSED SURFACES TO

REMAIN AS REQUIRED FOR NEW CONSTRUCTION

AND/OR NEW FINISHES.

06 REMOVE EXISTING FLOORING AND FLOOR FINISHES

INCLUDING ALL ADHESIVES, SETTING MATERIALS

DOWN TO EXISTING SUBSTRATE. GRIND CONCRETE

FLOORS AS REQUIRED TO PROVIDE A SMOOTH AND

UNIFORM SURFACE FOR NEW FINISHES.

07 REMOVE EXISTING MECHANICAL, PLUMBING, &

ELECTRICAL ITEMS - REFER TO MECH, PLUM, & ELEC

DEMOLITION PLANS FOR FURTHER INFORMATION.

PATCH & REPAIR EXPOSED SURFACES TO REMAIN

AS REQUIRED TO RECEIVE NEW CONSTRUCTION AND

FINISHES.

08 SAWCUT & REMOVE EXISTING CONCRETE FLOOR

SLAB. COORDINATE OPENING SIZE WITH RELATED

TRADES. REFER TO STRUCTURAL DRAWINGS FOR

RELATED FRAMING REQUIRED.

09 REMOVE EXISTING STAIR TREAD, NOSING, RISER,

AND LANDING FINISHES INCLUDING ALL ADHESIVES

AND SETTING MATERIALS DOWN TO EXISTING

SUBSTRATE. GRIND CONCRETE TREADS AND

LANDINGS AS REQUIRED TO PROVIDE A SMOOTH

AND UNIFORM SURFACE FOR NEW FINISHES.

10 REMOVE EXISTING FURNITURE. SALVAGE & TURN

OVER TO OWNER UNLESS DIRECTED OTHERWISE BY

THE COR.

11 REMOVE SECTION OF EXISTING CONCRETE CURB

AND GUTTER.

12 CAREFULLY SAWCUT AND REMOVE AREA OF

EXISTING ASPHALT PAVEMENT.

B22 - SECOND FLOOR

ELEV. 624' - 0"

B22 - FIRST FLOOR

ELEV. 611' - 4"

10.1

B22 - FIRST FLOOR - ATRIUM

ELEV. 607' - 9 1/2"

REMOVE EXTERIOR FABRIC AND

ALUMINUM TUBE AWNING SYSTEM.

REPLACE EXISTING MULLION CAPS.

REMOVE INTERIOR RAMP STRUCTURE

INCLUDING; BRICK, CMU, QUARRY TILE,

CONCRETE, AND COMPACTED FILL.

SALVAGE SELECT NUMBER OF BRICKS FOR

WALL INFILL.

REMOVE EXISTING PENDANT LIGHT

FIXTURES: REFER TO ELEC.

REMOVE CONC. SIDEWALK AS

NECESSARY FOR CONSTRUCTION OF NEW

CANOPY.

REMOVE & REPLACE RADIANT HEATER;

REFER TO MECH.

EXISTING PLANTER TO REMAIN.

EXISTING ATRIUM CURTAIN WALL SYSTEM

TO REMAIN. REMOVE & REPLACE

CRACKED/DAMAGED GASKETS.

D E M

O

DEMO EXISTING FINISH

QUARRY TILE

DEMO THINSET MORTAR

DEMO REINFORCEMENT

MESH

DEMO +/- 1 1/2" THICK MUD

BED

EXISTING CONC. FLOOR

SLAB TO REMAIN

WU U.8 Y.2

0.1

NOTE:

ELECTRICAL, MECHANICAL, & DATA

DEVICES/FIXTURES TO REMAIN IN PLACE,

TYP.

DEMOLITION PLAN LEGEND

AREA NOT IN PROJECT SCOPE

REMOVE EXISTING QUARRY TILE AND

COMPLETE MORTAR BED INCLUDING REINF.

MESH. IN-FILL SLAB WITH CONC. AS

REQUIRED TO PROVIDE A SMOOTH AND

UNIFORM SURFACE FOR NEW FINISHES.

REFER TO DETAIL 02/AD101.

AREA OF REMOVAL OF CONCRETE

AREA OF REMOVAL OF ASPHALT

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

FIRST FLOOR DEMOLITION

PLAN

ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

AD101

FULLY SPRINKLED

NORTH

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

FIRST FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"AD101

BUILDING SECTION - DEMOLITION01

SCALE: 6" = 1'-0"AD101

EXIST. QUARRY TILE DEMO02

NORTH

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

FIRST FLOOR REFLECTED

CEILING DEMOLITION PLAN

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

WUTQK K.1 NL.5

U.8 Y.2 Y.6 Y.8 BB

0.1

K.2

11.10

11.11

L N

M

16.2

K.3J.3H.3G.3F.3E.3

17.2

AE200

AE200 02

10' - 0" 58' - 10"

CHARGING

STATION

1204 SF

C1-14

ATRIUM

51 SF

#7

STAIR

NEW FLOOR

SLAB

NEW

GUARDRAIL &

HANDRAILS

AE300

AI400

04 02

AI400 05

AE300

1195 SF

C1-7

CORRIDOR

AI400 08

NEW BUMPER

RAIL

NEW

FIREPLACE

ENCLOSURE

NEW

SIDEWALK,

CURB &

GUTTER

607' - 9 1/2"

611' - 4"

NEW WHEELCHAIR

LIFT

AE321

UTQK K.1 NL.5 U.8

0.1

K.2

NEW PRE-ENGINEERED MTL.

CANOPY W/ INTEGRAL DRAINAGE.

BASIS OF DESIGN: MAPES POST

SUPPORTED CANOPY W/ 4X4 POSTS.

68' - 9 13/16" V.I.F.

AE300

AE300

GL1

GL1

GL1GL1GL1

GL1 GL1

GL1 GL1 GL1 GL1 GL1

GL1

GL1 GL1

GL1

GL1

GL1 GL1

GL1

GL1 GL1

GL1

GL1 GL1

GL1

GL1 GL1

GL1

GL1 GL1 GL1 GL1 GL1

GL1GL1GL1GL1

GL1 GL1 GL1 GL1

REMOVE & REPLACE

COUNTER FLASHING

REMOVE & REPLACE

COUNTER FLASHING

NEW CUSTOM BREAK

MTL. DRIP EDGE

DRAINAGE TO

INTERNAL

BEAMS, TYP.

DRAIN ONLY AT OUTER POST

LOCATIONS TOWARD CURB

FLOOR PLAN LEGEND

EXISTING NON-FIRE RATED WALL

NEW NON-FIRE RATED WALL

EXISTING DOOR

NEW DOOR

1-HOUR FIRE RATED PARTITION - UL DES U419

2-HOUR FIRE RATED BARRIER - UL DES U419

2-HOUR SMOKE BARRIER - NFPA 101 - 8.3

AREA NOT IN PROJECT SCOPE

GENERAL NOTES

1. ALL WALLS ARE WALL TYPE W1 UNLESS NOTED OTHERWISE.

2. EXTERIOR WALL FURRING TO BE WALL TYPE W2 UNLESS

NOTED OTHERWISE.

3. ALL COUNTERTOP OUTSIDE CORNERS TO BE 2" RADIUS

UNLESS NOTED OTHERWISE.

4. PROVIDE BLOCKING IN WALLS FOR OWNER PROVIDED

EQUIPMENT AS SHOWN ON ENLARGED PLANS AND ON

INTERIOR ELEVATIONS. COORDINATE FINAL LOCATIONS

WITH OWNER.

5. ALL WALL BOARD CARRYING CERAMIC TILE SHALL BE

CEMENT BOARD - REFER TO FINISH SCHEDULE.

6. ALL WALLS CARRYING PLUMBING FIXTURES SHALL BE 5/8"

MOISTURE RESISTANT FIRECORE GYP BOARD UNLESS NOTED

OTHERWISE.

7. SEE ENLARGED PLANS ON A1400 FOR DIMENSIONS.

8. CONTRACTOR SHALL PATCH, REPAIR, AND INFILL ALL

APPLIED FIREPROOFING MATERIAL IN AREAS LEFT

UNPROTECTED DUE TO REMOVAL OF EXISTING ELEMENTS

OR AREAS DAMAGED DURING NEW WORK AND

DEMOLITION. MATCH EXISTING FIREPROOFING MATERIAL

TYPE AND THICKNESS TO MAINTAIN REQUIRED LEVEL OR

PROTECTION.

ROOF PLAN LEGEND

INDICATES ROOF PITCH

GENERAL NOTES - ROOF PLAN

1. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL OPENINGS, IF ANY, IN ROOF(S).

PRE-ENGINEERED METAL CANOPY ROOF

GLAZING NOTES

GL1 - EXISTING GLASS TO RECEIVE NEW TINTED FILM

GL2 - 1" TINTED TEMPERED INSULATING GLASS (LOW-E)

GL3 - 1/2" CLEAR LAMINATED MONOLITHIC GLASS

WUTQK K.1 NL.5

U.8 Y.2

0.1

K.2

E.3

ID700

TYP.

HATCH INDICATES AREA OF DEEP FILL

FLOOR SLAB INFILL AT REMOVAL OF

EXISTING QUARRY TILE & MUD BED. SEE

DETAIL 01/ID700.

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

FIRST FLOOR & ROOF PLAN ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 DS NTF

100% BID

DOCUMENTS

AE101

FULLY SPRINKLED

NORTH

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

FIRST FLOOR ATRIUM FLOOR

PLAN

NORTH

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

ROOF PLAN

NORTH

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

FIRST FLOOR ATRIUM SLAB

INFILL FLOOR PLAN

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

B22 - SECOND FLOOR

ELEV. 624' - 0"

B22 - FIRST FLOOR

ELEV. 611' - 4"

B22 - ROOF

ELEV. 636' - 6"

UTQK K.1 NL.5 U.8K.2

B22 - FIRST FLOOR - ATRIUM

ELEV. 607' - 9 1/2"

NEW PRE-ENGINEERED

MTL. CANOPY, BASIS OF

DESIGN: MAPES POST

SUPPORTED CANOPY W/

4X4 POSTS.

EXIST. GLAZED ROOF

( REPAIR ALL SEAMS &

APPLY NEW UV FILM TO

SLOPED GLAZING)

NEW CUSTOM ALUM.

BREAK METAL DRIP

EDGE.

AE300

AE300

GL1 GL1

GL1

GL1

GL1 GL1

GL1

GL1 GL1

GL1

GL1 GL1

GL1

GL1 GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1

GL1 GL1

GL1

GL1 GL1

GL1

GL1

GL1

GL1GL1

GL1

AREA OF

DAMAGED/WEATHERED

MORTAR JOINTS TO BE

REPOINTED AND/OR

SPALLED BRICK TO BE

REPLACED.

REMOVE & REPLACE

ALUMINUM MULLION

CLOSURE BRACKETS &

GASKETS, TYP. AT ALL EXIST.

VERTICAL MULLIONS.

GL1

GL1

GL1

GL1GL1

NEW PERFORATED ALUM.

WINDSCREEN

PROVIDE MOCKUP OF TUCK

POINTING, MASONRY UNIT

REPLACEMENT, AND

CLEANING

B22 - SECOND FLOOR

ELEV. 624' - 0"

B22 - FIRST FLOOR

ELEV. 611' - 4"

0.1

B22 - FIRST FLOOR - ATRIUM

ELEV. 607' - 9 1/2"

NEW PRE-ENGINEERED

MTL. CANOPY, BASIS OF

DESIGN: MAPES POST

SUPPORTED CANOPY W/

4X4 POSTS.

GLAZING NOTES

GL1 - EXISTING GLASS TO RECEIVE NEW TINTED FILM

GL2 - 1" TINTED TEMPERED INSULATING GLASS (LOW-E)

GL3 - 1/2" CLEAR LAMINATED MONOLITHIC GLASS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

EXTERIOR ELEVATIONS ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

AE200

FULLY SPRINKLED

SCALE: 1/4" = 1'-0"AE200

EXTERIOR ELEVATION - SOUTH01

SCALE: 1/4" = 1'-0"AE200

EXTERIOR ELEVATION - WEST02

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

B22 - SECOND FLOOR

ELEV. 624' - 0"

B22 - FIRST FLOOR

ELEV. 611' - 4"

10.1

B22 - FIRST FLOOR - ATRIUM

ELEV. 607' - 9 1/2"

1204 SF

C1-14

ATRIUM

REMOVE & REPLACE STEP FLASHING.

PROVIDE NEW SEAL BETWEEN SKYLIGHT

FRAME AND BRICK INCLUDING NEW

BACKER ROD & SEALANT.

AE300

Sim

B22 - SECOND FLOOR

ELEV. 624' - 0"

B22 - FIRST FLOOR

ELEV. 611' - 4"

1 0.1

B22 - FIRST FLOOR - ATRIUM

ELEV. 607' - 9 1/2"

REMOVE & REPLACE STEP FLASHING.

PROVIDE NEW SEALS BETWEEN SKYLIGHT

FRAME AND BRICK INCLUDING NEW

BACKER ROD & SEALANT.

1195 SF

C1-7

CORRIDOR

1204 SF

C1-14

ATRIUM

AE321

AE300

NEW

BUMPER

RAIL

NEW

GUARDRAIL

NEW

GUARDRAIL

/HANDRAIL

AE300

0.1

EXISTING CURTAIN WALL

SYSTEM TO REMAIN

NEW CUSTOM .090"

EXTRUDED ALUM. OR BREAK

MTL. DRIP EDGE

NEW 090" ALUM. STIFFENER

BEYOND @ EVERY VERTICAL

MULLION

CAREFULLY REMOVE

EXISTING RIVETS & REPLACE

WITH NEW IN SAME

LOCATIONS; ALIGN WITH

EXISTING HOLES

CUSTOM .031" ALUM. BREAK

MTL. SPLICE PLATE

NEW RIVET @ 16" O.C. MAX.

NEW RIVET @ 16" O.C. MAX.

(CONTRACTOR'S OPTION TO

UTILIZE SCREWS, TYP.)

CAREFULLY REMOVE

EXISTING RIVETS & REPLACE

WITH NEW IN SAME

LOCATIONS; ALIGN WITH

EXISTING HOLES

NOTE:

FIELD VERIFY EXISTING

CONDITIONS AND

IMMEDIATELY REPORT ANY

DISCREPANCIES TO COR FOR

FURTHER DIRECTION.

6"

B22 - SECOND FLOOR

ELEV. 624' - 0"

U

REMOVE & REPLACE

COMPRESSIBLE INSULATION BOTH

EXTERIOR & INTERIOR

REMOVE & REPLACE BREAK MTL.

FLASHING; USE EXISTING BED

JOINTS

APPLY NEW BACKER ROD &

SEALANT FULL DEPTH TO WEDGE

REMOVE & REPLACE CLOSURE

PLATE

EXISTING ALUM. SLOPED GLAZING

SYSTEM TO REMAIN

NEW BUTYL TAPE

NEW SEALANT

MECHANICALLY FASTEN NEW

FLASHING TO EXIST. WALL

NEW ALUM. COVER PLATE

CRITICAL - IF REAR DRAIN LEAVE A 1 1/2" (38.1

MM) GAP BETWEEN THE BOTTOM OF THE

FURRING STRIP AND THE BOTTOM OF THE

RAINRAIL,

(SEE L1 FOR DRAIN TYPE)

RAINRAIL

LARGE SIZE

PLANTER (WALLTER )

SPRAY NOZZLE OR DRIP

EMITTER ASSEMBLY

REAR DRAIN 1/2" (12.7 MM)

INTERIOR REAR DRAIN

ASSEMBLY SITS BETWEEN

LIVEWALL AND PROTECTIVE

BACKING.

RECOMMENDED PROTECTIVE

BACKING

ATTACHED TO BUILDING WALL

MATERIAL

SLOT RAIL(H-RAIL)

16.0" [1'-4"]

(406.4 MM)

16.0" [1'-4"]

(406.4 MM)

16.0" [1'-4"]

(406.4 MM)

7.88" (200 MM)

PLANTER ONLY

9.38" (238 MM)

TOTAL WIDTH

1.5"

(38.1 MM)

8.0"

(203.2 MM)

FURRING STRIP

(1.5" (38.1 MM) VERTIRAIL)

1.5" (38.1 MM)

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 32

7GAE PROJECT NO.: 219123

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

BUILDING SECTIONS &

DETAILS

ATRIUM RENOVATION

BUILDING 22

ALEDA E. LUTZ VA MEDICAL CENTER

655-20-202

11.11.2021 JD NTF

100% BID

DOCUMENTS

AE300

FULLY SPRINKLED

SCALE: 1/4" = 1'-0"AE300

BUILDING SECTION01

SCALE: 1/4" = 1'-0"AE300

BUILDING SECTION02

SCALE: 3" = 1'-0"AE300

DETAIL @ NEW DRIP EDGE03

SCALE: 3" = 1'-0"AE300

DETAIL @ STEP FLASHING REPLACEMENT04

Revisions: Date:

35% SCHEMATIC DESIGN 11-15-2020

65% DESIGN DEVELOPMENT 05-06-2021

95% CONSTRUCTION DOCUMENTS 09-08-2021

100% BID DOCUMENTS 11-11-2021

SCALE: NTSAE300

DETAIL @ HANGING GREEN WALL - ALTERNATE #105

ELEV. 607' - 9 1/2"

B22 - FIRST FLOOR - ATRIUM

AE301

AE301

6' - 10 1/8" 6' - 11 5/8" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 1/2" 8' - 3 3/4" 11' - 6"

/2

/4

/2

LINE OF CANOPY

ROOF PERIMETER

ABOVE

12" DIA. X 42"

CONC. FOOTING

TYP. @ OUTSIDE

POSTS; REFER TO

STRUCT.

4"X4"X.125

EXTRUDED ALUM.

POST TYP.; BY PRE-

ENGINEERED MTL

CANOPY MANUF.

/2

/2

/2

/2

5' - 9" 5' - 9"

66' - 9 1/2"

4" X 4" X .125 EXTRUDED ALUM. POST

W/ 4" FACTORY NOTCH @ TOP

EXTR. ALUM. STRUCTURAL BEAM END

CLOSURE (SEAL ALL AROUND, BY

CANOPY INSTALLER)

12" X 12" X 42" CONC. FOOTING,

TYP.; REFER TO STRUCT.

2' - 0"

VARIES 3 1/2"

TY

P

6" CONC. SLAB; REFER TO STRUCT.

LINE OF EXISTING ATRIUM STRUCTURE

TO REMAIN

AE301

Sim

12" X 6" THICKENED CONC. SLAB

EDGE W/ 1/2" PRE-MOLDED

EXPANSION JOINT…