36C25020B0007-003.pdf

SIGNATURE BLOCK

SERVICE SIGNATURE DATE

DIRECTOR

ASSOCIATE DIRECTOR

CHIEF OF FMS

CHIEF OF ENGINEERING

SAFETY

INFECTION CONTROL

CONTRACTING OFFICER

D

U N I T

E D

STAT ES OF

A M

E R

IC

A

S

RI

A F F A

SN

AR

ETEVFO

TN

E

M T R A P

E

600 E. Michigan Ave., 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

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION:

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: 218038 FILE NAME: VA_BATTLE CREEK_TUCKPOINTING

Office of Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o n e o e q u a rt e r in c h o th re e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

100% BID DOCUMENTS

STAMP

G001

515-18-106

BATTLE CREEK, MICHIGAN 49037

OCTOBER 24, 2019

N/A

RJS NTF

COVER SHEET TUCKPOINT, VARIOUS

BUILDINGS

BATTLE CREEK, MICHIGAN

NORTH

LOCATION MAP

PROJECT TEAM DRAWING SHEET INDEX

ARCHITECTURE:

OWNER: DESCRIPTIONSHEET ISSUE DATE #OF

PHONE: 269.927.0144

ALLIANCE | 7GAE JV

KALAMAZOO, MI 49007

600 E. MICHIGAN AVE. - SUITE B

WEB: WWW.7GENAE.COM

OFFICE OF CONSTRUCTION &

FACILITIES MANAGEMENT

DEPARTMENT OF VETERANS AFFAIRS

MEDICAL CENTER

BATTLE CREEK, MICHIGAN, 49037

5500 ARMSTRONG ROAD

PROJECT NO. 515-18-106 TUCKPOINT, VARIOUS BUILDINGS

BATTLE CREEK, MICHIGAN

G001 COVER SHEET OCTOBER 24, 2019 1

G002 GENERAL INFORMATION & SYMBOL LEGEND OCTOBER 24, 2019 2

GS100 SITE CAMPUS MAP & LAYDOWN AREAS OCTOBER 24, 2019 3

004.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 4 BUILDING 4

004.AS201 EXTERIOR ELEVATIONS OCTOBER 24, 2019 5 BUILDING 4

005.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 6 BUILDING 5

006.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 7 BUILDING 6

007.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 8 BUILDING 7 (ALTERNATE #3)

007.AS201 EXTERIOR ELEVATIONS OCTOBER 24, 2019 9 BUILDING 7 (ALTERNATE #3)

014.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 10 BUILDING 14 (ALTERNATE #2)

014.AS201 EXTERIOR ELEVATIONS OCTOBER 24, 2019 11 BUILDING 14 (ALTERNATE #2)

022.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 12 BUILDING 22

026.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 13 BUILDING 26

027.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 14 BUILDING 27

028.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 15 BUILDING 28

039.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 16 BUILDING 39

039.AS201 EXTERIOR ELEVATIONS OCTOBER 24, 2019 17 BUILDING 39

083.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 18 BUILDING 83

083.AS201 EXTERIOR ELEVATIONS OCTOBER 24, 2019 19 BUILDING 83

084.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 20 BUILDING 84

084.AS201 EXTERIOR ELEVATIONS OCTOBER 24, 2019 21 BUILDING 84

134.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 22 BUILDING 134

138.AS200 EXTERIOR ELEVATIONS OCTOBER 24, 2019 23 BUILDING 138

200.AS100 CONNECTING CORRIDOR KEY PLAN OCTOBER 24, 2019 24 CONNECTING CORRIDOR (200)

200.AS101 PLANS & ELEVATIONS - AREA A OCTOBER 24, 2019 25 CONNECTING CORRIDOR (200)

200.AS102 PLANS & ELEVATIONS - AREA B OCTOBER 24, 2019 26 CONNECTING CORRIDOR (200)

200.AS103 PLANS & ELEVATIONS - AREA C OCTOBER 24, 2019 27 CONNECTING CORRIDOR (200)

200.AS104 PLANS & ELEVATIONS - AREA D OCTOBER 24, 2019 28 CONNECTING CORRIDOR (200)

200.AS105 PLANS & ELEVATIONS - AREA E OCTOBER 24, 2019 29 CONNECTING CORRIDOR (200)

200.AS106 PLANS & ELEVATIONS - AREA F OCTOBER 24, 2019 30 CONNECTING CORRIDOR (200)

200.AS107 PLANS & ELEVATIONS - AREA G OCTOBER 24, 2019 31 CONNECTING CORRIDOR (200)

200.AS108 PLANS & ELEVATIONS - AREA H OCTOBER 24, 2019 32 CONNECTING CORRIDOR (200)

200.AS109 PLANS & ELEVATIONS - AREA J OCTOBER 24, 2019 33 CONNECTING CORRIDOR (200)

200.AS110 PLANS & ELEVATIONS - AREA K OCTOBER 24, 2019 34 CONNECTING CORRIDOR (200)

200.AS111 PLANS - AREA L OCTOBER 24, 2019 35 CONNECTING CORRIDOR (200)

200.AS112 EXTERIOR ELEVATIONS - AREA L OCTOBER 24, 2019 36 CONNECTING CORRIDOR (200)

200.AS113 PLANS & ELEVATIONS - AREA M OCTOBER 24, 2019 37 CONNECTING CORRIDOR (200)

200.AS114 PLANS & ELEVATIONS - AREA N OCTOBER 24, 2019 38 CONNECTING CORRIDOR (200)

200.AS115 PLANS & ELEVATIONS - AREA P OCTOBER 24, 2019 39 CONNECTING CORRIDOR (200)

200.AS116 PLANS & ELEVATIONS - AREA Q OCTOBER 24, 2019 40 CONNECTING CORRIDOR (200)

200.AS117 PLANS - AREA R OCTOBER 24, 2019 41 CONNECTING CORRIDOR (200)

200.AS118 EXTERIOR ELEVATIONS - AREA R OCTOBER 24, 2019 42 CONNECTING CORRIDOR (200)

200.AS119 PLANS & ELEVATIONS - AREA S OCTOBER 24, 2019 43 CONNECTING CORRIDOR (200)

200.AS200 EXTERIOR ELEVATIONS - BTWN 83 & 84 OCTOBER 24, 2019 44 BUILDING 200

AS500 TYPICAL BRICK DAMAGE REPAIR DETAILS OCTOBER 24, 2019 45

PHONE: 202.617.8485

ALEXANDRIA, VA 22314

2850 EISENHOWER AVE, SUITE 310

WEB: WWW.ALLIANCE.US.COM

NOTES

TO

B

A

TT

LE

C

R E E K

TO

K

A

LA

M A

ZO

O

5500 ARMSTRONG ROAD

TO I-94

REVISIONS DATE

A300

A320

A420

A500

ARCHITECTURAL SYMBOLS & PLAN INDICATORS

ABBREVIATIONS

ROOMNAME

XXX

A

A

A

A

8'-0"

TOP OF STEEL

ELEV. 10'-0"

A200

TITLE

SCALE X" = 1'-0"

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

4'-4"

XXXNORTH

@ AT

A/C AIR CONDITIONIN/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

C.O. 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

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

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

OC 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

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

EXISTING WINDOW OPENING

CAULKING SCOPE

BUILDING NUMBER

CAULKING REQUIRED

NO

NO

NO

NO

NO

NO

YES

YES

YES

NO

YES

YES

NO

YES

YES

CAULKING SCOPE NOTES:

1. IF 'YES' IS INDICATED ABOVE, CONTRACTOR TO

REMOVE/REAPPLY CAULK/SEALANT AT FULL PERIMETER OF

ALL EXISTING EXTERIOR WINDOW, DOOR & LOUVER

OPENINGS.

2. IF 'NO' IS INDICATED ABOVE, CONTRACTOR REMAINS

RESPONSIBLE TO REMOVE/REAPPLY CAULK/SEALANT FOR

FULL PERIMETER OF OPENINGS OTHER THAN WINDOWS.

3. CONTRACTOR TO REMOVE/REAPPLY CAULK/SEALANT AT

ALL EXISTING VERTICAL BRICK EXPANSION JOINTS ON

THESE BUILDINGS WITH NEW BACKER ROD, TYP.

REGARDLESS OF THIS TABLE.

4. CONTRACTOR TO REAPPLY CAULKING/SEALANT AT ANY

OTHER AREAS DISTURBED BY CONSTRUCTION.

(CONNECTING CORRIDORS)

YES

(DEDUCT ALTERNATE #1)

600 E. Michigan Ave., 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

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION:

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: 218038 FILE NAME: VA_BATTLE CREEK_TUCKPOINTING

Office of Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

100% BID DOCUMENTS

STAMP

G002

515-18-106

BATTLE CREEK, MICHIGAN 49037

OCTOBER 24, 2019

N/A

RJS NTF

GENERAL INFORMATION &

SYMBOL LEGEND

TUCKPOINT, VARIOUS

BUILDINGS

2REVISIONS DATE

SITE CAMPUS MAP LEGEND

EXISTING BUILDING TO REMAIN

BUILDING IN SCOPE OF WORK

SUGGESTED BUILDING LAYDOWN AREA (TO BE CONFIRMED W/ COR)

NOTES:

1. LAWN RESTORATION IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS

ALSO APPLIES TO ANY BROKEN SIDEWALKS, CURBS, SPRINKLERS, AND

GEOTHERMAL SYSTEMS AS A RESULT OF CONSTRUCTION OPERATIONS.

2. CONTRACTOR TO COORDINATE WITH FACILITY REGARDING EXISTING

IRRIGATION & GEOTHERMAL FIELDS PRIOR TO USE OF HEAVY EQUIPMENT.

3. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS WITH AVOIDING

UNDERGROUND GEOTHERMAL WELLS WITH HEAVY EQUIPMENT.

KNOW AREA OF EXISTING SPRINKLER SYSTEM

KNOW AREA OF EXISTING GEOTHERMAL SYSTEM

144 168

SHAFTER CIRCLE WEST

PAUL LAMBERS TR

AIL

DUANE DEWEY LANE

SH

A

FTE

R

C

IR

C

LE

N O

R

TH

GOLF PARKING

URBAN D

RIV

E

A

F

SHAFTER C

IRC

LE SO

UTH D

G

D W

IG

H

T J O

H N

S O

N D

R

IV

E

S H

A F

TE

R C

IR

C

LE

E

A S T

WIALLIAMS LANE

STEPHEN CHANDLER CT

H A

M M

ER

BE

R G

L A

N E

L K

H

EN

R Y F

O X L

A N

E

FU

R

LO

N G

LA

N

E

C

R

FLO

RA

L LA

N

E

E

H

J

M

N

Q

B

A R

M S

TR

O N

G R

O A

D

26, 27, 28

83, 84, 5,6, 138

4, 134

7 &14

600 E. Michigan Ave., 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

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION:

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: 218038 FILE NAME: VA_BATTLE CREEK_TUCKPOINTING

Office of Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

100% BID DOCUMENTS

STAMP

GS100

515-18-106

BATTLE CREEK, MICHIGAN 49037

OCTOBER 24, 2019

N/A

RJS NTF

SITE CAMPUS MAP &

LAYDOWN AREAS

TUCKPOINT, VARIOUS

BUILDINGS

NORTH

SCALE: 1" = 100'-0"

SITE CAMPUS MAP

1ST FLOOR

ELEV. 925.00

2ND FLOOR

ELEV. 937.00

FIN. GRADE

ELEV. 921.50

2 2 2

12 1212

ATTIC FLOOR

ELEV. 948.50

4' - 0" 22' - 4" 60' - 8" 22' - 4" 4' - 0"

8 8 8222

2 2 2 2

1ST FLOOR

ELEV. 925.00

2ND FLOOR

ELEV. 937.00

FIN. GRADE

ELEV. 922.00

88 8 82 8

2 23

ATTIC FLOOR

ELEV. 948.50

17' - 2" 33' - 8" 29' - 8" 9' - 6"

AS500

TYP.

KEYNOTE 8

1ST FLOOR

ELEV. 925.00

2ND FLOOR

ELEV. 937.00

FIN. GRADE

ELEV. 922.00

19 1212

2 2 212

ATTIC FLOOR

ELEV. 948.50

4' - 0" 22' - 4" 60' - 8" 22' - 4" 4' - 0"

AS500

8 88

1ST FLOOR

ELEV. 925.00

2ND FLOOR

ELEV. 937.00

FIN. GRADE

ELEV. 922.00

1212121212

12 12

ATTIC FLOOR

ELEV. 948.50

29' - 8" 33' - 8" 17' - 2"

ELEVATION KEY

A

NORTH

NOT TO SCALE

BUILDING 4 KEY PLAN

B

D

C

E

F

F

E

FENCED EQUIPMENT

AREA

FENCED EQUIPMENT

AREA

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK CONTRACTORS ARE TO

VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS. INSPECT EXISTING FRAMING

MEMBERS AND OBSERVE FOR ANY DAMAGE OR POTENTIAL ADVERSE EFFECT OF

NEW WORK ON STRUCTURAL INTEGRITY OF THE BUILDING. IMMEDIATELY NOTIFY THE

COR OF ALL DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN WORKING

DAYS IN ADVANCE OF THE WORK.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING & ALL

APPURTENANCES TO COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY IDENTIFIED, CLEANED AND

MAINTAINED BY THE CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION DEBRIS IS

TO REMAIN ON SITE AT PROJECT COMPLETION.

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE DUMPSTER LOCATIONS WITH THE

COR PRIOR TO BEGINNING ANY DEMOLITION AT EACH BUILDING.

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT, FINISHES AND BUILDING

COMPONENTS FROM CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL DAMAGE CAUSED DURING

CONSTRUCTION OPERATIONS INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, SPRINKLERS, PRIVATE PROPERTY, LAWN RESTORATION, ETC. THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A

RESULT OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO PROTECT ALL TURF, TREES

AND PLANTS THAT ARE IN THE VICINITY OF CONSTRUCTION AREAS AND BE

RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR PERFORM

ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF INGRESS/EGRESS FOR VEHICLE TRAFFIC

OR PATIENT/STAFF ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS CANNOT BE

AVOIDED, WRITTEN PERMISSION MUST BE OBTAINED FROM THE COR PRIOR. PROVIDE

TRAFFIC CONES OR BARRICADES AND/OR PROVIDE A PERSON AT THE SUBJECT AREA

TO ALERT PEDESTRIANS DURING THE WORK.

9. EXISTING CAULKING AT LINTEL BEARING & PREVIOUS MASONRY REPAIR ARE SUSPECT

FOR ASBESTOS. REFER TO SPECIFICATION FOR PRECAUTIONS, TESTING AND

REQUIRED ABATEMENT MEASURES. LEGACY REPORTS ARE AVAILABLE FOR

CONTRACTOR REVIEW.

10. CONTRACTOR TO REMOVE/REAPPLY CAULK/SEALANT AT FULL PERIMETER OF ALL

EXTERIOR EXISTING WINDOW AND DOOR OPENINGS AND AT ALL EXISTING VERTICAL

BRICK EXPANSION JOINTS WITH NEW BACKER ROD AS APPLICABLE U.N.O., TYPICAL.

11. CONTRACTOR IS REQUIRED TO COMPLETE A REPRESENTATIVE SECTION OF A

BUILDING AS AN EXAMPLE SO THAT IT CAN BE CRITIQUED PRIOR TO COMMENCING

OF WORK. REFER TO MOCK-UP PORTION OF MASONRY SPECIFICATIONS.

ELEVATION LEGEND

AREA OF GENERAL TUCKPOINTING or REPAIR AS NOTED.

WORK SCOPE DEFINITION FOR HATCHED AREA KEYNOTES:

1. MORTAR REPONTING: EXISTING HEAVILY WEATHERED MASONRY JOINTS. DEFINED AS

ERODED GREATER THAN 1/4" IN DEPTH, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

2. CAULK REPOINTING: EXISTING MORTAR JOINT DAMAGE AT CORRODING STEEL LINTELS

NOT SCHEDULED FOR REPLACEMENT WITH THIS PROJECT. DEFINITION SAME AS ITEM 1

ABOVE FOR MORTAR REPOINTING.

3. REPLACE EXISTING SPALLED OR DAMAGED MASONRY UNITS: BRICK FACES WITH LOSS

MORE THAN 25% OF SURFACE AREA, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

NOTE:

NOT THE ENTIRETY OF HATCHED AREA INDICATED IS INTENDED TO REQUIRE THE

ASSOCIATED KEYNOTE REPAIR UNLESS NOTED OTHERWISE - USE THE KEYNOTE AREA IN

COMBINATION WITH THESE DEFINITIONS IN ORDER TO DETERMINE THE QUANTITIES. A PRE-

BID SITE INSPECTION IS MANDATORY PRIOR TO SUBMITTING A BID.

DEMOLITION/REPAIR KEYNOTES

REPAIR EXISTING CONCRETE SILL BY CLEANING LOOSE MATERIAL ON SURFACE OR IN

JOINTS, PERFORM A LIGHT POWER WASH, LET DRY COMPLETELY THEN COAT WITH EIFS

SKIM COAT ‘WHITE’/FINE TEXTURE APPLIED PER MANUFACTURERS WRITTEN

INSTRUCTIONS. TO MATCH EXISTING SIMILAR REPAIR ON CAMPUS.

TYP. MORTAR JOINT REPOINT AT WINDOW HEAD STEEL LINTEL BEARING. PROVIDE NEW

3/8" DIA. WEEP INSERTS W/SCREENS: MINIMUM (2) PER OPENING.

TYP. MORTAR JOINT REPOINT BETWEEN WINDOWS AT WINDOW HEAD STEEL LINTEL.

REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET. PROVIDE NEW 3/8" DIA. WEEP

INSERTS W/SCREENS: MIN. (2) PER OPENING.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN MID-WALL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN AROUND CORNER. REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE DAMAGED BRICK & IF APPLICABLE, ALSO REMOVE IRON BAR

GRATING ANCHOR AT LOWER WINDOW SASH, EA. SIDE.

REMOVE/REPLACE DAMAGED BRICK (FACE SPALL OR BROKEN THROUGH). REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE EXISTING STEEL LINTEL. REFER TO SHEET AS500.

CONCRETE WATER-TABLE CORNER OR OVERHEAD DOOR ‘CURB’ BROKEN (NOT IN

CONTRACT).

NOT USED.

SEVERE VERTICAL CRACKING AT BRICK CORNER OR PILASTER (ENTIRE HEIGHT). PILASTER

REQUIRES REBUILD. SEE DETAILS SHEET AS500

TYP. MORTAR JOINT REPOINT AROUND WINDOW SILL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

CONCRETE RETAINING WALLS SPALLING BADLY IN THIS AREA (NOT IN SCOPE)

ENTIRE BRICK WYTHE WAINSCOT FALLING AWAY IN THIS AREA. REMOVE/PATCH/REPAIR.

REMOVE DAMAGED CONCRETE OR LIMESTONE PARAPET CAP/TRIM. PREP FOR NEW TO

MATCH.

TYP. AREA OF DAMAGED/WEATHERED MORTAR JOINTS TO BE REPOINTED AND/OR

SPALLED BRICK TO BE REPLACED. REFER TO “ELEVATION LEGEND”/”WORK SCOPE

DEFINITIONS FOR HATCHED AREA KEYNOTES”, ON THIS SHEET.

NOTE: ONLY A PERCENTAGE OF THE HATCHED AREA WILL REQUIRE THESE REPAIRS BY

DEFINITION AND IT WILL VARY BASED ON EXISTING CONDITIONS FOR EACH. REPAIRS

REQUIRED BY DEFINITION OUTSIDE OF HATCHED AREA BOUNDARIES (AS MAY BE

IDENTIFIED BY THE CONTRACTOR DURING CONSTRUCTION) WILL BE EVALUATED

AGAINST BID ALLOWANCES FOR EACH – SEE OFFER SCHEDULE, TYPICAL.

TYP. MORTAR JOINTS OF LIMESTONE WATER TABLE OR WALL HEAD BANDING TO BE

REPOINTED. REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET.

TYP. REPOINTING REQUIRED AT EXISTING WALL FLASHING.

REMOVE/REPLACE EXISTING CONCRETE SILL. REMOVE/REPLACE ANY DAMAGED BRICK

SURROUNDING THE SILL DURING SILL REMOVAL AND REPOINT. REMOVE/REINSTALL

WINDOW. REFER TO SHEET AS500.

BUCKLED CAST STONE CAP & BRICK REQUIRES REMOVAL/REPLACEMENT.

NOTES:

ALL KEY NOTES FOR THE PROJECT ARE LISTED BUT DO NOT NECESSARILY APPLY TO

EVERY PLAN OR ELEVATION. REFER TO DRAWINGS FOR APPLICABILITY.

THE VA HAS FIRST RIGHT OF REFUSAL ON ALL SALVAGED MATERIAL. SEE SPECIFICATIONS

FOR GENERAL DEMOLITION AND PATCHING REQUIREMENTS.

SEE DRAWING G002 FOR ALLOWANCES AND UNIT PRICES TO BE PROVIDED.

600 E. Michigan Ave., 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

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION:

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: 218038 FILE NAME: VA_BATTLE CREEK_TUCKPOINTING

Office of Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

100% BID DOCUMENTS

STAMP

004.AS200

515-18-106

BATTLE CREEK, MICHIGAN 49037

OCTOBER 24, 2019

RJS NTF

EXTERIOR ELEVATIONS TUCKPOINT, VARIOUS

BUILDINGS

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

ELEVATION - A1

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

ELEVATION - B2

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

ELEVATION - C3

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

ELEVATION - D4

SHEET NOTES:

1. THIS BUILDING HAS EXISTING ‘LATICRETE’ PRODUCT APPLIED; NO MATCHING

APPLICATION OVER NEW TUCKPOINTING REQUIRED.

2. MANY STEEL WINDOW LINTELS ARE CORRODED AND ARE TO BE REPLACED WHERE

KEYNOTED. THE INTENT IS TO REPLACE LINTELS AS DETAILED ON SHEET AS500

WITHOUT REMOVAL/REPLACEMENT OF THE ASSOCIATED WINDOW UNIT.

3. THIS BUILDING HAS UNDERGROUND GEOTHERMAL WELLS AROUND ITS PERIMETER.

REFER TO GS100 FOR LOCATIONS.

4. THIS BUILDING DOES NOT REQUIRE CAULKING/SEALANT TO BE

REMOVED/REAPPLIED AROUND EXISTING WINDOW OPENINGS. CONTRACTOR

TO REAPPLY CAULKING/SEALANT AT ANY AREA DISTURBED BY CONSTRUCTION.

5. ‘REPOINT’ METHODOLOGY/MATERIAL:

A. AT REMOVE/REPLACE EXISTING CORRODED LINTELS W/NEW GALV. STEEL,

PROVIDE NEW WEEPS (TUBE WITH A SCREEN TYPE) ABOVE LINTELS, REPOINT PER

KEYNOTE WITH COLOR/TEXTURE MATCHING MORTAR.

AT EXISTING CORRODED LINTELS TO BE LEFT IN PLACE, DRILL NEW WEEP INSERTS

(MIN. 2 PER OPNG.) AND REPOINT PER KEYNOTE WITH SANDED CAULK ILO

MORTAR TO MATCH/BLEND WITH SURROUNDING AREAS.

B. RE-CAULK ALL EXISTING BRICK EXPANSION JOINTS.

C. CONVENTIONAL NEW BRICK MORTAR TO BE LESSER STRENGTH (PSI) THAN

EXISTING TO REDUCE BRICK FACE SPALL OCCURRENCE.

ELEV. 925.00

2ND FLOOR

ELEV. 937.00

FIN. GRADE

ELEV. 922.00

ATTIC FLOOR

ELEV. 948.50

17' - 2" 41' - 0" 22' - 8"

8 8

1ST FLOOR

ELEV. 925.00

2ND FLOOR

ELEV. 937.00

FIN. GRADE

ELEV. 922.00

2 2

2 1 2

ATTIC FLOOR

ELEV. 948.50

9' - 6" 22' - 8" 41' - 0" 17' - 2"

ELEVATION KEY

A

NORTH

NOT TO SCALE

BUILDING 4 KEY PLAN

B

D

C

E

F

F

E

FENCED EQUIPMENT

AREA

FENCED EQUIPMENT

AREA

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK CONTRACTORS ARE TO

VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS. INSPECT EXISTING FRAMING

MEMBERS AND OBSERVE FOR ANY DAMAGE OR POTENTIAL ADVERSE EFFECT OF

NEW WORK ON STRUCTURAL INTEGRITY OF THE BUILDING. IMMEDIATELY NOTIFY THE

COR OF ALL DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN WORKING

DAYS IN ADVANCE OF THE WORK.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING & ALL

APPURTENANCES TO COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY IDENTIFIED, CLEANED AND

MAINTAINED BY THE CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION DEBRIS IS

TO REMAIN ON SITE AT PROJECT COMPLETION.

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE DUMPSTER LOCATIONS WITH THE

COR PRIOR TO BEGINNING ANY DEMOLITION AT EACH BUILDING.

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT, FINISHES AND BUILDING

COMPONENTS FROM CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL DAMAGE CAUSED DURING

CONSTRUCTION OPERATIONS INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, SPRINKLERS, PRIVATE PROPERTY, LAWN RESTORATION, ETC. THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A

RESULT OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO PROTECT ALL TURF, TREES

AND PLANTS THAT ARE IN THE VICINITY OF CONSTRUCTION AREAS AND BE

RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR PERFORM

ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF INGRESS/EGRESS FOR VEHICLE TRAFFIC

OR PATIENT/STAFF ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS CANNOT BE

AVOIDED, WRITTEN PERMISSION MUST BE OBTAINED FROM THE COR PRIOR. PROVIDE

TRAFFIC CONES OR BARRICADES AND/OR PROVIDE A PERSON AT THE SUBJECT AREA

TO ALERT PEDESTRIANS DURING THE WORK.

9. EXISTING CAULKING AT LINTEL BEARING & PREVIOUS MASONRY REPAIR ARE SUSPECT

FOR ASBESTOS. REFER TO SPECIFICATION FOR PRECAUTIONS, TESTING AND

REQUIRED ABATEMENT MEASURES. LEGACY REPORTS ARE AVAILABLE FOR

CONTRACTOR REVIEW.

10. CONTRACTOR TO REMOVE/REAPPLY CAULK/SEALANT AT FULL PERIMETER OF ALL

EXTERIOR EXISTING WINDOW AND DOOR OPENINGS AND AT ALL EXISTING VERTICAL

BRICK EXPANSION JOINTS WITH NEW BACKER ROD AS APPLICABLE U.N.O., TYPICAL.

11. CONTRACTOR IS REQUIRED TO COMPLETE A REPRESENTATIVE SECTION OF A

BUILDING AS AN EXAMPLE SO THAT IT CAN BE CRITIQUED PRIOR TO COMMENCING

OF WORK. REFER TO MOCK-UP PORTION OF MASONRY SPECIFICATIONS.

ELEVATION LEGEND

AREA OF GENERAL TUCKPOINTING or REPAIR AS NOTED.

WORK SCOPE DEFINITION FOR HATCHED AREA KEYNOTES:

1. MORTAR REPONTING: EXISTING HEAVILY WEATHERED MASONRY JOINTS. DEFINED AS

ERODED GREATER THAN 1/4" IN DEPTH, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

2. CAULK REPOINTING: EXISTING MORTAR JOINT DAMAGE AT CORRODING STEEL LINTELS

NOT SCHEDULED FOR REPLACEMENT WITH THIS PROJECT. DEFINITION SAME AS ITEM 1

ABOVE FOR MORTAR REPOINTING.

3. REPLACE EXISTING SPALLED OR DAMAGED MASONRY UNITS: BRICK FACES WITH LOSS

MORE THAN 25% OF SURFACE AREA, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

NOTE:

NOT THE ENTIRETY OF HATCHED AREA INDICATED IS INTENDED TO REQUIRE THE

ASSOCIATED KEYNOTE REPAIR UNLESS NOTED OTHERWISE - USE THE KEYNOTE AREA IN

COMBINATION WITH THESE DEFINITIONS IN ORDER TO DETERMINE THE QUANTITIES. A PRE-

BID SITE INSPECTION IS MANDATORY PRIOR TO SUBMITTING A BID.

DEMOLITION/REPAIR KEYNOTES

REPAIR EXISTING CONCRETE SILL BY CLEANING LOOSE MATERIAL ON SURFACE OR IN

JOINTS, PERFORM A LIGHT POWER WASH, LET DRY COMPLETELY THEN COAT WITH EIFS

SKIM COAT ‘WHITE’/FINE TEXTURE APPLIED PER MANUFACTURERS WRITTEN

INSTRUCTIONS. TO MATCH EXISTING SIMILAR REPAIR ON CAMPUS.

TYP. MORTAR JOINT REPOINT AT WINDOW HEAD STEEL LINTEL BEARING. PROVIDE NEW

3/8" DIA. WEEP INSERTS W/SCREENS: MINIMUM (2) PER OPENING.

TYP. MORTAR JOINT REPOINT BETWEEN WINDOWS AT WINDOW HEAD STEEL LINTEL.

REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET. PROVIDE NEW 3/8" DIA. WEEP

INSERTS W/SCREENS: MIN. (2) PER OPENING.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN MID-WALL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN AROUND CORNER. REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE DAMAGED BRICK & IF APPLICABLE, ALSO REMOVE IRON BAR

GRATING ANCHOR AT LOWER WINDOW SASH, EA. SIDE.

REMOVE/REPLACE DAMAGED BRICK (FACE SPALL OR BROKEN THROUGH). REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE EXISTING STEEL LINTEL. REFER TO SHEET AS500.

CONCRETE WATER-TABLE CORNER OR OVERHEAD DOOR ‘CURB’ BROKEN (NOT IN

CONTRACT).

NOT USED.

SEVERE VERTICAL CRACKING AT BRICK CORNER OR PILASTER (ENTIRE HEIGHT). PILASTER

REQUIRES REBUILD. SEE DETAILS SHEET AS500

TYP. MORTAR JOINT REPOINT AROUND WINDOW SILL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

CONCRETE RETAINING WALLS SPALLING BADLY IN THIS AREA (NOT IN SCOPE)

ENTIRE BRICK WYTHE WAINSCOT FALLING AWAY IN THIS AREA. REMOVE/PATCH/REPAIR.

REMOVE DAMAGED CONCRETE OR LIMESTONE PARAPET CAP/TRIM. PREP FOR NEW TO

MATCH.

TYP. AREA OF DAMAGED/WEATHERED MORTAR JOINTS TO BE REPOINTED AND/OR

SPALLED BRICK TO BE REPLACED. REFER TO “ELEVATION LEGEND”/”WORK SCOPE

DEFINITIONS FOR HATCHED AREA KEYNOTES”, ON THIS SHEET.

NOTE: ONLY A PERCENTAGE OF THE HATCHED AREA WILL REQUIRE THESE REPAIRS BY

DEFINITION AND IT WILL VARY BASED ON EXISTING CONDITIONS FOR EACH. REPAIRS

REQUIRED BY DEFINITION OUTSIDE OF HATCHED AREA BOUNDARIES (AS MAY BE

IDENTIFIED BY THE CONTRACTOR DURING CONSTRUCTION) WILL BE EVALUATED

AGAINST BID ALLOWANCES FOR EACH – SEE OFFER SCHEDULE, TYPICAL.

TYP. MORTAR JOINTS OF LIMESTONE WATER TABLE OR WALL HEAD BANDING TO BE

REPOINTED. REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET.

TYP. REPOINTING REQUIRED AT EXISTING WALL FLASHING.

REMOVE/REPLACE EXISTING CONCRETE SILL. REMOVE/REPLACE ANY DAMAGED BRICK

SURROUNDING THE SILL DURING SILL REMOVAL AND REPOINT. REMOVE/REINSTALL

WINDOW. REFER TO SHEET AS500.

BUCKLED CAST STONE CAP & BRICK REQUIRES REMOVAL/REPLACEMENT.

NOTES:

ALL KEY NOTES FOR THE PROJECT ARE LISTED BUT DO NOT NECESSARILY APPLY TO

EVERY PLAN OR ELEVATION. REFER TO DRAWINGS FOR APPLICABILITY.

THE VA HAS FIRST RIGHT OF REFUSAL ON ALL SALVAGED MATERIAL. SEE SPECIFICATIONS

FOR GENERAL DEMOLITION AND PATCHING REQUIREMENTS.

SEE DRAWING G002 FOR ALLOWANCES AND UNIT PRICES TO BE PROVIDED.

600 E. Michigan Ave., 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

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION:

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: 218038 FILE NAME: VA_BATTLE CREEK_TUCKPOINTING

Office of Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

100% BID DOCUMENTS

STAMP

004.AS201

515-18-106

BATTLE CREEK, MICHIGAN 49037

OCTOBER 24, 2019

RJS NTF

EXTERIOR ELEVATIONS TUCKPOINT, VARIOUS

BUILDINGS

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

ELEVATION - E1

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

ELEVATION - F2

SHEET NOTES:

1. THIS BUILDING HAS EXISTING ‘LATICRETE’ PRODUCT APPLIED; NO MATCHING

APPLICATION OVER NEW TUCKPOINTING REQUIRED.

2. MANY STEEL WINDOW LINTELS ARE CORRODED AND ARE TO BE REPLACED WHERE

KEYNOTED. THE INTENT IS TO REPLACE LINTELS AS DETAILED ON SHEET AS500

WITHOUT REMOVAL/REPLACEMENT OF THE ASSOCIATED WINDOW UNIT.

3. THIS BUILDING HAS UNDERGROUND GEOTHERMAL WELLS AROUND ITS PERIMETER.

REFER TO GS100 FOR LOCATIONS.

4. THIS BUILDING DOES NOT REQUIRE CAULKING/SEALANT TO BE

REMOVED/REAPPLIED AROUND EXISTING WINDOW OPENINGS. CONTRACTOR

TO REAPPLY CAULKING/SEALANT AT ANY AREA DISTURBED BY CONSTRUCTION.

5. ‘REPOINT’ METHODOLOGY/MATERIAL:

A. AT REMOVE/REPLACE EXISTING CORRODED LINTELS W/NEW GALV. STEEL,

PROVIDE NEW WEEPS (TUBE WITH A SCREEN TYPE) ABOVE LINTELS, REPOINT PER

KEYNOTE WITH COLOR/TEXTURE MATCHING MORTAR.

AT EXISTING CORRODED LINTELS TO BE LEFT IN PLACE, DRILL NEW WEEP INSERTS

(MIN. 2 PER OPNG.) AND REPOINT PER KEYNOTE WITH SANDED CAULK ILO

MORTAR TO MATCH/BLEND WITH SURROUNDING AREAS.

B. RE-CAULK ALL EXISTING BRICK EXPANSION JOINTS.

C. CONVENTIONAL NEW BRICK MORTAR TO BE LESSER STRENGTH (PSI) THAN

ELEVATION KEY

NORTH

NOT TO SCALE

BUILDING 5 KEY PLAN

B

A

C11

1ST FLOOR

ELEV. 925.50

2ND FLOOR

ELEV. 937.50

FIN. GRADE

ELEV. 921.50

ATTIC

ELEV. 947.58

2 2

2 2 2 2 2 233

65' - 6 1/2" 33' - 5" 65' - 6 1/2"

222 3

22 4

1ST FLOOR

ELEV. 925.50

2ND FLOOR

ELEV. 937.50

FIN. GRADE

ELEV. 921.50

ATTIC

ELEV. 947.58

3 125

16 5

26' - 5" 42' - 7 1/2" 72' - 4" 22' - 5 1/2" 36' - 7 1/2"

2 4

161ST FLOOR

ELEV. 925.50

2ND FLOOR

ELEV. 937.50

FIN. GRADE

ELEV. 921.50

ATTIC

ELEV. 947.58 3

5 16

36' - 7 1/2" 36' - 2 1/2" 57' - 6" 68' - 2 1/2"

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK CONTRACTORS ARE TO

VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS. INSPECT EXISTING FRAMING

MEMBERS AND OBSERVE FOR ANY DAMAGE OR POTENTIAL ADVERSE EFFECT OF

NEW WORK ON STRUCTURAL INTEGRITY OF THE BUILDING. IMMEDIATELY NOTIFY THE

COR OF ALL DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN WORKING

DAYS IN ADVANCE OF THE WORK.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING & ALL

APPURTENANCES TO COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY IDENTIFIED, CLEANED AND

MAINTAINED BY THE CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION DEBRIS IS

TO REMAIN ON SITE AT PROJECT COMPLETION.

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE DUMPSTER LOCATIONS WITH THE

COR PRIOR TO BEGINNING ANY DEMOLITION AT EACH BUILDING.

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT, FINISHES AND BUILDING

COMPONENTS FROM CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL DAMAGE CAUSED DURING

CONSTRUCTION OPERATIONS INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, SPRINKLERS, PRIVATE PROPERTY, LAWN RESTORATION, ETC. THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A

RESULT OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO PROTECT ALL TURF, TREES

AND PLANTS THAT ARE IN THE VICINITY OF CONSTRUCTION AREAS AND BE

RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR PERFORM

ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF INGRESS/EGRESS FOR VEHICLE TRAFFIC

OR PATIENT/STAFF ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS CANNOT BE

AVOIDED, WRITTEN PERMISSION MUST BE OBTAINED FROM THE COR PRIOR. PROVIDE

TRAFFIC CONES OR BARRICADES AND/OR PROVIDE A PERSON AT THE SUBJECT AREA

TO ALERT PEDESTRIANS DURING THE WORK.

9. EXISTING CAULKING AT LINTEL BEARING & PREVIOUS MASONRY REPAIR ARE SUSPECT

FOR ASBESTOS. REFER TO SPECIFICATION FOR PRECAUTIONS, TESTING AND

REQUIRED ABATEMENT MEASURES. LEGACY REPORTS ARE AVAILABLE FOR

CONTRACTOR REVIEW.

10. CONTRACTOR TO REMOVE/REAPPLY CAULK/SEALANT AT FULL PERIMETER OF ALL

EXTERIOR EXISTING WINDOW AND DOOR OPENINGS AND AT ALL EXISTING VERTICAL

BRICK EXPANSION JOINTS WITH NEW BACKER ROD AS APPLICABLE U.N.O., TYPICAL.

11. CONTRACTOR IS REQUIRED TO COMPLETE A REPRESENTATIVE SECTION OF A

BUILDING AS AN EXAMPLE SO THAT IT CAN BE CRITIQUED PRIOR TO COMMENCING

OF WORK. REFER TO MOCK-UP PORTION OF MASONRY SPECIFICATIONS.

ELEVATION LEGEND

AREA OF GENERAL TUCKPOINTING or REPAIR AS NOTED.

WORK SCOPE DEFINITION FOR HATCHED AREA KEYNOTES:

1. MORTAR REPONTING: EXISTING HEAVILY WEATHERED MASONRY JOINTS. DEFINED AS

ERODED GREATER THAN 1/4" IN DEPTH, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

2. CAULK REPOINTING: EXISTING MORTAR JOINT DAMAGE AT CORRODING STEEL LINTELS

NOT SCHEDULED FOR REPLACEMENT WITH THIS PROJECT. DEFINITION SAME AS ITEM 1

ABOVE FOR MORTAR REPOINTING.

3. REPLACE EXISTING SPALLED OR DAMAGED MASONRY UNITS: BRICK FACES WITH LOSS

MORE THAN 25% OF SURFACE AREA, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

NOTE:

NOT THE ENTIRETY OF HATCHED AREA INDICATED IS INTENDED TO REQUIRE THE

ASSOCIATED KEYNOTE REPAIR UNLESS NOTED OTHERWISE - USE THE KEYNOTE AREA IN

COMBINATION WITH THESE DEFINITIONS IN ORDER TO DETERMINE THE QUANTITIES. A PRE-

BID SITE INSPECTION IS MANDATORY PRIOR TO SUBMITTING A BID.

DEMOLITION/REPAIR KEYNOTES

REPAIR EXISTING CONCRETE SILL BY CLEANING LOOSE MATERIAL ON SURFACE OR IN

JOINTS, PERFORM A LIGHT POWER WASH, LET DRY COMPLETELY THEN COAT WITH EIFS

SKIM COAT ‘WHITE’/FINE TEXTURE APPLIED PER MANUFACTURERS WRITTEN

INSTRUCTIONS. TO MATCH EXISTING SIMILAR REPAIR ON CAMPUS.

TYP. MORTAR JOINT REPOINT AT WINDOW HEAD STEEL LINTEL BEARING. PROVIDE NEW

3/8" DIA. WEEP INSERTS W/SCREENS: MINIMUM (2) PER OPENING.

TYP. MORTAR JOINT REPOINT BETWEEN WINDOWS AT WINDOW HEAD STEEL LINTEL.

REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET. PROVIDE NEW 3/8" DIA. WEEP

INSERTS W/SCREENS: MIN. (2) PER OPENING.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN MID-WALL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN AROUND CORNER. REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE DAMAGED BRICK & IF APPLICABLE, ALSO REMOVE IRON BAR

GRATING ANCHOR AT LOWER WINDOW SASH, EA. SIDE.

REMOVE/REPLACE DAMAGED BRICK (FACE SPALL OR BROKEN THROUGH). REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE EXISTING STEEL LINTEL. REFER TO SHEET AS500.

CONCRETE WATER-TABLE CORNER OR OVERHEAD DOOR ‘CURB’ BROKEN (NOT IN

CONTRACT).

NOT USED.

SEVERE VERTICAL CRACKING AT BRICK CORNER OR PILASTER (ENTIRE HEIGHT). PILASTER

REQUIRES REBUILD. SEE DETAILS SHEET AS500

TYP. MORTAR JOINT REPOINT AROUND WINDOW SILL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

CONCRETE RETAINING WALLS SPALLING BADLY IN THIS AREA (NOT IN SCOPE)

ENTIRE BRICK WYTHE WAINSCOT FALLING AWAY IN THIS AREA. REMOVE/PATCH/REPAIR.

REMOVE DAMAGED CONCRETE OR LIMESTONE PARAPET CAP/TRIM. PREP FOR NEW TO

MATCH.

TYP. AREA OF DAMAGED/WEATHERED MORTAR JOINTS TO BE REPOINTED AND/OR

SPALLED BRICK TO BE REPLACED. REFER TO “ELEVATION LEGEND”/”WORK SCOPE

DEFINITIONS FOR HATCHED AREA KEYNOTES”, ON THIS SHEET.

NOTE: ONLY A PERCENTAGE OF THE HATCHED AREA WILL REQUIRE THESE REPAIRS BY

DEFINITION AND IT WILL VARY BASED ON EXISTING CONDITIONS FOR EACH. REPAIRS

REQUIRED BY DEFINITION OUTSIDE OF HATCHED AREA BOUNDARIES (AS MAY BE

IDENTIFIED BY THE CONTRACTOR DURING CONSTRUCTION) WILL BE EVALUATED

AGAINST BID ALLOWANCES FOR EACH – SEE OFFER SCHEDULE, TYPICAL.

TYP. MORTAR JOINTS OF LIMESTONE WATER TABLE OR WALL HEAD BANDING TO BE

REPOINTED. REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET.

TYP. REPOINTING REQUIRED AT EXISTING WALL FLASHING.

REMOVE/REPLACE EXISTING CONCRETE SILL. REMOVE/REPLACE ANY DAMAGED BRICK

SURROUNDING THE SILL DURING SILL REMOVAL AND REPOINT. REMOVE/REINSTALL

WINDOW. REFER TO SHEET AS500.

BUCKLED CAST STONE CAP & BRICK REQUIRES REMOVAL/REPLACEMENT.

NOTES:

ALL KEY NOTES FOR THE PROJECT ARE LISTED BUT DO NOT NECESSARILY APPLY TO

EVERY PLAN OR ELEVATION. REFER TO DRAWINGS FOR APPLICABILITY.

THE VA HAS FIRST RIGHT OF REFUSAL ON ALL SALVAGED MATERIAL. SEE SPECIFICATIONS

FOR GENERAL DEMOLITION AND PATCHING REQUIREMENTS.

SEE DRAWING G002 FOR ALLOWANCES AND UNIT PRICES TO BE PROVIDED.

600 E. Michigan Ave., 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

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION:

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: 218038 FILE NAME: VA_BATTLE CREEK_TUCKPOINTING

Office of Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

100% BID DOCUMENTS

STAMP

005.AS200

515-18-106

BATTLE CREEK, MICHIGAN 49037

OCTOBER 24, 2019

RJS NTF

EXTERIOR ELEVATIONS TUCKPOINT, VARIOUS

BUILDINGS

SCALE: 3/32" = 1'-0"

ELEVATION - A1

SCALE: 3/32" = 1'-0"

ELEVATION - B2

SCALE: 3/32" = 1'-0"

ELEVATION - C3

SHEET NOTES:

1. THIS BUILDING HAS EXISTING ‘LATICRETE’ PRODUCT APPLIED; NO MATCHING

APPLICATION OVER NEW TUCKPOINTING REQUIRED.

2. MANY STEEL WINDOW LINTELS ARE CORRODED AND ARE TO BE REPLACED WHERE

KEYNOTED. THE INTENT IS TO REPLACE LINTELS AS DETAILED ON SHEET AS500

WITHOUT REMOVAL/REPLACEMENT OF THE ASSOCIATED WINDOW UNIT.

3. THIS BUILDING DOES NOT REQUIRE CAULKING/SEALANT TO BE

REMOVED/REAPPLIED AROUND EXISTING WINDOW OPENINGS. CONTRACTOR

TO REAPPLY CAULKING/SEALANT AT ANY AREA DISTURBED BY CONSTRUCTION.

4. ‘REPOINT’ METHODOLOGY/MATERIAL:

A. AT REMOVE/REPLACE EXISTING CORRODED LINTELS W/NEW GALV. STEEL,

PROVIDE NEW WEEPS (TUBE WITH A SCREEN TYPE) ABOVE LINTELS, REPOINT PER

KEYNOTE WITH COLOR/TEXTURE MATCHING MORTAR.

AT EXISTING CORRODED LINTELS TO BE LEFT IN PLACE, DRILL NEW WEEP INSERTS

(MIN. 2 PER OPNG.) AND REPOINT PER KEYNOTE WITH SANDED CAULK ILO

MORTAR TO MATCH/BLEND WITH SURROUNDING AREAS.

B. RE-CAULK ALL EXISTING BRICK EXPANSION JOINTS.

C. CONVENTIONAL NEW BRICK MORTAR TO BE LESSER STRENGTH (PSI) THAN

A

NORTH

NOT TO SCALE

BUILDING 6 KEY PLAN

B

C

D

22' - 6" 31' - 11" 27' - 0" 42' - 8" 27' - 0"

1ST FLOOR

ELEV. 925.50

2ND FLOOR

ELEV. 937.50

ATTIC FLOOR

ELEV. 947.50

FIN. GRADE

ELEV. 922.00

BLDG. 6

RECREA

31' - 6" 53' - 6" 22' - 2"

1ST FLOOR

ELEV. 925.50

2ND FLOOR

ELEV. 937.50

ATTIC FLOOR

ELEV. 947.50

FIN. GRADE

ELEV. 922.00

4 16

12121212

22' - 6"47' - 5"64' - 0"14' - 0"

1ST FLOOR

ELEV. 925.50

2ND FLOOR

ELEV. 937.50

ATTIC FLOOR

ELEV. 947.50

FIN. GRADE

ELEV. 922.00

1' - 6" 22' - 0" 51' - 3" 31' - 9"

16 16

1ST FLOOR

ELEV. 925.50

2ND FLOOR

ELEV. 937.50

ATTIC FLOOR

ELEV. 947.50

FIN. GRADE

ELEV. 922.00

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK CONTRACTORS ARE TO

VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS. INSPECT EXISTING FRAMING

MEMBERS AND OBSERVE FOR ANY DAMAGE OR POTENTIAL ADVERSE EFFECT OF

NEW WORK ON STRUCTURAL INTEGRITY OF THE BUILDING. IMMEDIATELY NOTIFY THE

COR OF ALL DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN WORKING

DAYS IN ADVANCE OF THE WORK.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING & ALL

APPURTENANCES TO COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY IDENTIFIED, CLEANED AND

MAINTAINED BY THE CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION DEBRIS IS

TO REMAIN ON SITE AT PROJECT COMPLETION.

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE DUMPSTER LOCATIONS WITH THE

COR PRIOR TO BEGINNING ANY DEMOLITION AT EACH BUILDING.

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT, FINISHES AND BUILDING

COMPONENTS FROM CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL DAMAGE CAUSED DURING

CONSTRUCTION OPERATIONS INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, SPRINKLERS, PRIVATE PROPERTY, LAWN RESTORATION, ETC. THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A

RESULT OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO PROTECT ALL TURF, TREES

AND PLANTS THAT ARE IN THE VICINITY OF CONSTRUCTION AREAS AND BE

RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR PERFORM

ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF INGRESS/EGRESS FOR VEHICLE TRAFFIC

OR PATIENT/STAFF ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS CANNOT BE

AVOIDED, WRITTEN PERMISSION MUST BE OBTAINED FROM THE COR PRIOR. PROVIDE

TRAFFIC CONES OR BARRICADES AND/OR PROVIDE A PERSON AT THE SUBJECT AREA

TO ALERT PEDESTRIANS DURING THE WORK.

9. EXISTING CAULKING AT LINTEL BEARING & PREVIOUS MASONRY REPAIR ARE SUSPECT

FOR ASBESTOS. REFER TO SPECIFICATION FOR PRECAUTIONS, TESTING AND

REQUIRED ABATEMENT MEASURES. LEGACY REPORTS ARE AVAILABLE FOR

CONTRACTOR REVIEW.

10. CONTRACTOR TO REMOVE/REAPPLY CAULK/SEALANT AT FULL PERIMETER OF ALL

EXTERIOR EXISTING WINDOW AND DOOR OPENINGS AND AT ALL EXISTING VERTICAL

BRICK EXPANSION JOINTS WITH NEW BACKER ROD AS APPLICABLE U.N.O., TYPICAL.

11. CONTRACTOR IS REQUIRED TO COMPLETE A REPRESENTATIVE SECTION OF A

BUILDING AS AN EXAMPLE SO THAT IT CAN BE CRITIQUED PRIOR TO COMMENCING

OF WORK. REFER TO MOCK-UP PORTION OF MASONRY SPECIFICATIONS.

ELEVATION LEGEND

AREA OF GENERAL TUCKPOINTING or REPAIR AS NOTED.

WORK SCOPE DEFINITION FOR HATCHED AREA KEYNOTES:

1. MORTAR REPONTING: EXISTING HEAVILY WEATHERED MASONRY JOINTS. DEFINED AS

ERODED GREATER THAN 1/4" IN DEPTH, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

2. CAULK REPOINTING: EXISTING MORTAR JOINT DAMAGE AT CORRODING STEEL LINTELS

NOT SCHEDULED FOR REPLACEMENT WITH THIS PROJECT. DEFINITION SAME AS ITEM 1

ABOVE FOR MORTAR REPOINTING.

3. REPLACE EXISTING SPALLED OR DAMAGED MASONRY UNITS: BRICK FACES WITH LOSS

MORE THAN 25% OF SURFACE AREA, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN BE PASSED FURTHER THAN 1/2 THE DEPTH OF THE BRICK.

NOTE:

NOT THE ENTIRETY OF HATCHED AREA INDICATED IS INTENDED TO REQUIRE THE

ASSOCIATED KEYNOTE REPAIR UNLESS NOTED OTHERWISE - USE THE KEYNOTE AREA IN

COMBINATION WITH THESE DEFINITIONS IN ORDER TO DETERMINE THE QUANTITIES. A PRE-

BID SITE INSPECTION IS MANDATORY PRIOR TO SUBMITTING A BID.

DEMOLITION/REPAIR KEYNOTES

REPAIR EXISTING CONCRETE SILL BY CLEANING LOOSE MATERIAL ON SURFACE OR IN

JOINTS, PERFORM A LIGHT POWER WASH, LET DRY COMPLETELY THEN COAT WITH EIFS

SKIM COAT ‘WHITE’/FINE TEXTURE APPLIED PER MANUFACTURERS WRITTEN

INSTRUCTIONS. TO MATCH EXISTING SIMILAR REPAIR ON CAMPUS.

TYP. MORTAR JOINT REPOINT AT WINDOW HEAD STEEL LINTEL BEARING. PROVIDE NEW

3/8" DIA. WEEP INSERTS W/SCREENS: MINIMUM (2) PER OPENING.

TYP. MORTAR JOINT REPOINT BETWEEN WINDOWS AT WINDOW HEAD STEEL LINTEL.

REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET. PROVIDE NEW 3/8" DIA. WEEP

INSERTS W/SCREENS: MIN. (2) PER OPENING.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN MID-WALL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

TYP. MORTAR JOINT REPOINT “STAIR-STEP” PATTERN AROUND CORNER. REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE DAMAGED BRICK & IF APPLICABLE, ALSO REMOVE IRON BAR

GRATING ANCHOR AT LOWER WINDOW SASH, EA. SIDE.

REMOVE/REPLACE DAMAGED BRICK (FACE SPALL OR BROKEN THROUGH). REFER TO

WORK SCOPE DEFINITIONS ON THIS SHEET.

REMOVE/REPLACE EXISTING STEEL LINTEL. REFER TO SHEET AS500.

CONCRETE WATER-TABLE CORNER OR OVERHEAD DOOR ‘CURB’ BROKEN (NOT IN

CONTRACT).

NOT USED.

SEVERE VERTICAL CRACKING AT BRICK CORNER OR PILASTER (ENTIRE HEIGHT). PILASTER

REQUIRES REBUILD. SEE DETAILS SHEET AS500

TYP. MORTAR JOINT REPOINT AROUND WINDOW SILL. REFER TO WORK SCOPE

DEFINITIONS ON THIS SHEET.

CONCRETE RETAINING WALLS SPALLING BADLY IN THIS AREA (NOT IN SCOPE)

ENTIRE BRICK WYTHE WAINSCOT FALLING AWAY IN THIS AREA. REMOVE/PATCH/REPAIR.

REMOVE DAMAGED CONCRETE OR LIMESTONE PARAPET CAP/TRIM. PREP FOR NEW TO

MATCH.

TYP. AREA OF DAMAGED/WEATHERED MORTAR JOINTS TO BE REPOINTED AND/OR

SPALLED BRICK TO BE REPLACED. REFER TO “ELEVATION LEGEND”/”WORK SCOPE

DEFINITIONS FOR HATCHED AREA KEYNOTES”, ON THIS SHEET.

NOTE: ONLY A PERCENTAGE OF THE HATCHED AREA WILL REQUIRE THESE REPAIRS BY

DEFINITION AND IT WILL VARY BASED ON EXISTING CONDITIONS FOR EACH. REPAIRS

REQUIRED BY DEFINITION OUTSIDE OF HATCHED AREA BOUNDARIES (AS MAY BE

IDENTIFIED BY THE CONTRACTOR DURING CONSTRUCTION) WILL BE EVALUATED

AGAINST BID ALLOWANCES FOR EACH – SEE OFFER SCHEDULE, TYPICAL.

TYP. MORTAR JOINTS OF LIMESTONE WATER TABLE OR WALL HEAD BANDING TO BE

REPOINTED. REFER TO WORK SCOPE DEFINITIONS ON THIS SHEET.

TYP. REPOINTING REQUIRED AT EXISTING WALL FLASHING.

REMOVE/REPLACE EXISTING CONCRETE SILL. REMOVE/REPLACE ANY DAMAGED BRICK

SURROUNDING THE SILL DURING SILL REMOVAL AND REPOINT. REMOVE/REINSTALL

WINDOW. REFER TO SHEET AS500.

BUCKLED CAST STONE CAP & BRICK REQUIRES REMOVAL/REPLACEMENT.

NOTES:

ALL KEY NOTES FOR THE PROJECT ARE LISTED BUT DO NOT NECESSARILY APPLY TO

EVERY PLAN OR ELEVATION. REFER TO DRAWINGS FOR APPLICABILITY.

THE VA HAS FIRST RIGHT OF REFUSAL ON ALL SALVAGED MATERIAL. SEE SPECIFICATIONS

FOR GENERAL DEMOLITION AND PATCHING REQUIREMENTS.

SEE DRAWING G002 FOR ALLOWANCES AND UNIT PRICES TO BE PROVIDED.

600 E. Michigan Ave., 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

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION:

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: 218038 FILE NAME: VA_BATTLE CREEK_TUCKPOINTING

Office of Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

100% BID DOCUMENTS

STAMP

006.AS200

515-18-106

BATTLE CREEK, MICHIGAN 49037

OCTOBER 24, 2019

RJS NTF

EXTERIOR ELEVATIONS TUCKPOINT, VARIOUS

BUILDINGS

SCALE: 3/32" = 1'-0"

ELEVATION - A1

SCALE: 3/32" = 1'-0"

ELEVATION - B2

SCALE: 3/32" = 1'-0"

ELEVATION - C3

SCALE: 3/32" = 1'-0"

ELEVATION - D4

SHEET NOTES:

1. THIS BUILDING HAS EXISTING ‘LATICRETE’ PRODUCT APPLIED; NO MATCHING

APPLICATION OVER NEW TUCKPOINTING REQUIRED.

2. MANY STEEL WINDOW LINTELS ARE CORRODED AND ARE TO BE REPLACED WHERE

KEYNOTED. THE INTENT IS TO REPLACE LINTELS AS DETAILED ON SHEET AS500

WITHOUT REMOVAL/REPLACEMENT OF THE ASSOCIATED WINDOW UNIT.

3. THIS BUILDING HAS UNDERGROUND GEOTHERMAL WELLS AROUND ITS PERIMETER.

REFER TO GS100 FOR LOCATIONS.

4. THIS BUILDING DOES NOT REQUIRE CAULKING/SEALANT TO BE

REMOVED/REAPPLIED AROUND EXISTING WINDOW OPENINGS. CONTRACTOR

TO REAPPLY CAULKING/SEALANT AT ANY AREA DISTURBED BY CONSTRUCTION.

5. ‘REPOINT’ METHODOLOGY/MATERIAL:

A. AT REMOVE/REPLACE EXISTING CORRODED LINTELS W/NEW GALV. STEEL,

PROVIDE NEW WEEPS (TUBE WITH A SCREEN TYPE) ABOVE LINTELS, REPOINT PER

KEYNOTE WITH COLOR/TEXTURE MATCHING MORTAR.

AT EXISTING CORRODED LINTELS TO BE LEFT IN PLACE, DRILL NEW WEEP INSERTS

(MIN. 2 PER OPNG.) AND REPOINT PER KEYNOTE WITH SANDED CAULK ILO

MORTAR TO MATCH/BLEND WITH SURROUNDING AREAS.

B. RE-CAULK ALL EXISTING BRICK EXPANSION JOINTS.

C. CONVENTIONAL NEW BRICK MORTAR TO BE LESSER STRENGTH (PSI) THAN

NORTH

NOT TO SCALE

BUILDING 7 KEY PLAN

E

F

G

H

B

C

E

F

G

H

D

10' - 0" 32' - 6" 43' - 9" 32' - 0" 43' - 9" 32' - 6" 10' - 0"

16 16

16 16

1ST FLOOR

ELEV. 927.92

2ND FLOOR

ATTIC FLOOR

/2

/2

2 16 2

16 16

16 16

1ST FLOOR

ELEV. 927.92

2ND FLOOR

ATTIC FLOOR

/2

5' - 10 1/2" 45' - 3" 37' - 0" 71' - 5 5/8" 5' - 10 1/2"

2222222

2 22222

2 22

16 16

161616

1ST FLOOR

ELEV. 927.92

2ND FLOOR

ATTIC FLOOR

/2

10' - 2" 32' - 4" 43' - 6" 32' - 6" 43' - 6" 32' - 4" 10' - 2"

45' - 3"37' - 0"71' - 5 1/2"

24 2 2 2

16 16

1ST FLOOR

ELEV. 927.92

2ND FLOOR

ATTIC FLOOR

/2

GENERAL NOTES

1. PRIOR TO COMMENCING EACH NEW PHASE OF WORK CONTRACTORS ARE TO

VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS. INSPECT EXISTING FRAMING

MEMBERS AND OBSERVE FOR ANY DAMAGE OR POTENTIAL ADVERSE EFFECT OF

NEW WORK ON STRUCTURAL INTEGRITY OF THE BUILDING. IMMEDIATELY NOTIFY THE

COR OF ALL DISCREPANCIES OR CONCERNS A MINIMUM OF (10) TEN WORKING

DAYS IN ADVANCE OF THE WORK.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING & ALL

APPURTENANCES TO COMPLETE THE PROJECT.

3. ALL CONSTRUCTION AREAS ARE TO BE PROPERLY IDENTIFIED, CLEANED AND

MAINTAINED BY THE CONTRACTOR ON A DAILY BASIS. NO CONSTRUCTION DEBRIS IS

TO REMAIN ON SITE AT PROJECT COMPLETION.

4. CONTRACTOR TO VERIFY CONSTRUCTION WASTE DUMPSTER LOCATIONS WITH THE

COR PRIOR TO BEGINNING ANY DEMOLITION AT EACH BUILDING.

5. ALL CONTRACTORS ARE TO PROTECT EXISTING EQUIPMENT, FINISHES AND BUILDING

COMPONENTS FROM CONSTRUCTION ACTIVITIES.

6. CONTRACTORS SHALL BE RESPONSIBLE FOR ANY/ALL DAMAGE CAUSED DURING

CONSTRUCTION OPERATIONS INCLUDING BUT NOT LIMITED TO SIDEWALK, CURBS,

BUILDINGS, SPRINKLERS, PRIVATE PROPERTY, LAWN RESTORATION, ETC. THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY IF ANY DAMAGE OCCURS AS A

RESULT OF WORK ACTIVITIES.

7. CONTRACTOR IS TO TAKE PRECAUTIONARY MEASURES TO PROTECT ALL TURF, TREES

AND PLANTS THAT ARE IN THE VICINITY OF CONSTRUCTION AREAS AND BE

RESPONSIBLE TO REPAIR/REPLACE ANY DAMAGED VEGETATION AND/OR PERFORM

ANY LAWN RESTORATION AS A RESULT.

8. CONTRACTOR SHALL NOT BLOCK AREAS OF INGRESS/EGRESS FOR VEHICLE TRAFFIC

OR PATIENT/STAFF ACCESS DURING CONSTRUCTION ACTIVITIES. IF THIS CANNOT BE

AVOIDED, WRITTEN PERMISSION MUST BE OBTAINED FROM THE COR PRIOR. PROVIDE

TRAFFIC CONES OR BARRICADES AND/OR PROVIDE A PERSON AT THE SUBJECT AREA

TO ALERT PEDESTRIANS DURING THE WORK.

9. EXISTING CAULKING AT LINTEL BEARING & PREVIOUS MASONRY REPAIR ARE SUSPECT

FOR ASBESTOS. REFER TO SPECIFICATION FOR PRECAUTIONS, TESTING AND

REQUIRED ABATEMENT MEASURES. LEGACY REPORTS ARE AVAILABLE FOR

CONTRACTOR REVIEW.

10. CONTRACTOR TO REMOVE/REAPPLY CAULK/SEALANT AT FULL PERIMETER OF ALL

EXTERIOR EXISTING WINDOW AND DOOR OPENINGS AND AT ALL EXISTING VERTICAL

BRICK EXPANSION JOINTS WITH NEW BACKER ROD AS APPLICABLE U.N.O., TYPICAL.

11. CONTRACTOR IS REQUIRED TO COMPLETE A REPRESENTATIVE SECTION OF A

BUILDING AS AN EXAMPLE SO THAT IT CAN BE CRITIQUED PRIOR TO COMMENCING

OF WORK. REFER TO MOCK-UP PORTION OF MASONRY SPECIFICATIONS.

ELEVATION LEGEND

AREA OF GENERAL TUCKPOINTING or REPAIR AS NOTED.

WORK SCOPE DEFINITION FOR HATCHED AREA KEYNOTES:

1. MORTAR REPONTING: EXISTING HEAVILY WEATHERED MASONRY JOINTS. DEFINED AS

ERODED GREATER THAN 1/4" IN DEPTH, THROUGH CRACKED OR IF A WIRE ROD OF 1/32"

DIAMETER (PAPER CLIP) CAN…