Amendment A00006 Rev DWGs_Part8.pdf

AE501

1 11 1111

7 7

555 5 5

AE501

2 2

11 11 11 11

3 3

7 7 7

9 9

5 5

AE501

BRICK TO BE CLEANED AND TUCK-POINTED - 50 SF - BUILDING 17

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

DRAWING OF 24

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

M a ri o n

W a te r In fi lt ra ti o n

B n a te

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/1

/2

:2

:0

A

M

AE209

BUILDING 17 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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

BUILDING 17 - NORTH ELEVATION

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

BUILDING 17 - EAST ELEVATION

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

BUILDING 17 - SOUTH ELEVATION

1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE

WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT

UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND

INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND

INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON

AE501 AND AE502.

2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY

SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL

ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW

BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.

3 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF

CONSTRUCTION.

4 REPLACE EXISTING DORMER LOUVER WITH NEW LOUVER - SEE SECTIONS

AND DETAILS.

5 REPLACE EXISTING BOX GUTTER - INSTALL NEW GUTTER BOX, PEEL &

SEAL LINER, AND WOOD CORNICE PROFILE AND ASSOCIATED BLOCKING,

TYPICAL UNLESS NOTED OTHERWISE - SEE DETAIL 4 ON AE501.

6 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT -

TUCKPOINT WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH

EXISTING COLOR.

7 EXISTING DOWNSPOUT BOOT TO REMAIN.

8 EXISTING ROOF HATCH TO REMAIN.

9 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.

10 REMOVE EXISTING MECHANICAL DUCTWORK TO BELOW ROOF SURFACE -

SUPPORT EXISTING WITHIN ATTIC SPACE - VERIFY EXHAUST IS INACTIVE

PRIOR TO CONSTRUCTION - PATCH OPENING WITH WOOF FRAMING AND

SHEATHING - PREPARE TO RECEIVE NEW SHINGLES

D R A W I N G N O T E S

G E N E R A L N O T E S

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

BUILDING 17 - WEST ELEVATION

A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS

INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE

COMPATIBLE WITH EXISTING ROOF SYSTEM.

B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION

SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF

AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT

CONCLUSION OF PROJECT.

C. NOTE REMOVED.

D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE

PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM

REQUIREMENTS.

E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY

NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED

ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW

WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN

WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.

F. EXISTING STRUCTURAL AND FRAMING MEMBERS TO REMAIN UNLESS NOTED OTHERWISE.

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

2 ADDENDUM 002 05/17/2022

AE502

9 9

AE502

AE502

11 11

4 4

7 7 7 7

B B

9 9

AE502

4 8

AE502

11 11

3 3

A AB

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

DRAWING OF 24

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts

\F F

E

M a ri o n

W a te r

In fi lt ra ti o n B n a te

.m o u ld s .r v t

/1

/2

:3

:3

A

M

AE210

BUILDING 124 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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

BUILDING 124 - NORTH ELEVATION

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

BUILDING 124 - EAST ELEVATION

1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE

WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT

UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND

INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND

INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON

AE501 AND AE502.

2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY

SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL

ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW

BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.

3 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF

CONSTRUCTION.

4 REPLACE EXISTING DORMER LOUVER WITH NEW LOUVER - SEE SECTIONS

AND DETAILS.

5 REPLACE EXISTING DORMER WINDOW WITH NEW ALUMINUM WINDOWS.

SEE SECTIONS AND DETAILS.

6 REMOVE EXISTING MEMBRANE ROOF - REPLACE WITH NEW

SELF-ADHERED TWO PLY MODIFIED BITUMIN ROOFING MEMBRANE - SEE

SECTIONS AND DETAILS.

7 EXISTING DOWNSPOUT BOOT TO REMAIN.

8 REMOVE EXISTING MECHANICAL DUCTWORK TO BELOW ROOF SURFACE -

SUPPORT EXISTING WITHIN ATTIC SPACE - VERIFY EXHAUST IS INACTIVE

PRIOR TO CONSTRUCTION - PATCH OPENING WITH WOOF FRAMING AND

SHEATHING - PREPARE TO RECEIVE NEW SHINGLES

9 EXISTING STONE CORNICE AND BOX GUTTER FRAMING TO REMAIN -

REPLACE EXISTING SHEET METAL LINER AND APPLY NEW PEEL AND SEAL

OVER METAL LINER.

D R A W I N G N O T E S

G E N E R A L N O T E S

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

BUILDING 124 - SOUTH ELEVATION

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

BUILDING 124 - WEST ELEVATION

A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS

INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE

COMPATIBLE WITH EXISTING ROOF SYSTEM.

B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION

SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF

AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT

CONCLUSION OF PROJECT.

C. NOTE REMOVED.

D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE

PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM

REQUIREMENTS.

E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY

NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED

ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW

WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN

WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.

F. EXISTING STRUCTURAL AND FRAMING MEMBERS TO REMAIN UNLESS NOTED OTHERWISE.

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

V .I

.F

/4

V.I.F.

9' - 5 1/2"

PREPARE SURFACE AND APPLY

SELF-ADHERED SBS MODIFIED

BITUMIN MEMBRANE.

NEW STONE COATED STEEL SHINGLES

OVER UNDERLAYMENT.

STONE COATED

STEEL SHINGLES

REMOVE LOOSE PAINT -

REPAINT EXISTING WOOD

TRIM AND MOLDING, TYP.

STEP FLASHING

BEYOND SHINGLES

METAL EDGE CLOSURE

PANEL PER SHINGLE

MANUFACTURER

V.I.F.

2' - 6"

V .I

.F

NEW ALUMINUM

LOUVER WITH METAL

MESH SCREEN

PREPARE SURFACE AND

APPLY SELF-ADHERED

SBS MODIFIED BITUMIN

MEMBRANE.

REMOVE LOOSE

PAINT - REPAINT

EXISTING WOOD

TRIM AND MOLDING,

TYP.

AE502

Sim

AE502

Sim

V .I

.F

/4

V.I.F.

9' - 5 1/2"

PREPARE SURFACE AND APPLY

SELF-ADHERED SBS MODIFIED

BITUMIN MEMBRANE.

NEW STONE COATED STEEL SHINGLES

OVER UNDERLAYMENT

STONE COATED

STEEL SHINGLES

EXISTING WOOD

MOLDING TO

REMAIN

STEP FLASHING

BEYOND SHINGLE

METAL EDGE

CLOSURE PANEL

PER SHINGLE

MANUFACTURER

REMOVE LOOSE

PAINT - REPAINT

EXISTING WOOD TRIM

AND MOLDING, TYP.

EXISTING MASONRY WALL

CONSTRUCTION TO REMAIN

EXISTING WOOD TRUSS CONSTRUCTION

TO REMAIN

STONE COATED STEEL SHINGLES

FELT UNDERLAYMENT

EXISTING SHEATHING TO REMAIN

1' - 0

" MIN

EXTERIOR GRADE SHEATHING

EXISTING 2X WOOD BLOCKING

CORNICE TRIM

EXTERIOR GRADE SOLID WOOD

NOTE: CORNICE

SHALL BE REBUILT TO

MATCH EXISTING

CONSTRUCTION

CONTINUOUS "PEEL & SEAL" SELF-

ADHERED LINER OVER GALVANIZED

STEEL GUTTER BOX.1' EXTENSION

AGAINST ROOF. SEE DIMENSION.

EXTERIOR GRADE SOLID WOOD

ATTACHED TO MASONRY

GALVANIZED STEEL

GUTTER BOX - SLOPE TO DRAIN AT

MINIMUM 1/16" PER LINEAR FOOT

EXISTING TRUSS

EXISTING 2X GUTTER

BOARD BACKUP

EXISTING GUTTER

DRIP EDGE EXTENDING 4" INTO

ROOF AND 2" INTO GUTTER

#30 ROOF UNDERLAYMENT

STONE COATED STEEL SHINGLES

EXISTING SHEATHING

TO REMAIN

EXISTING 1X FASCIA

BOARD

EXISTING MASONRY WALL

CONSTRUCTION TO REMAIN

EXISTING WOOD TRUSS

CONSTRUCTION TO

REMAIN

STONE COATED

STEEL SHINGLES

#30 FELT UNDERLAYMENT

EXISTING SHEATHING TO REMAIN

EXTERIOR GRADE

SHEATHING

EXISTING WOOD

BLOCKING TO REMAIN

PREFORMED

ALUMINUM

CORNICE TRIM

EXTERIOR GRADE

SOLID WOOD

CONTINUOUS "PEEL & SEAL" SELF-

ADHERED LINER OVER GALVANIZED

STEEL GUTTER BOX. 1' EXTENSION

AGAINST ROOF. SEE DIMENSION.

PVC DOWNSPOUT

CONNECTION, TYP.

1X FASCIA BOARD

1' - 0

" MIN

EXISTING

ROOF STRUCTURE

NEW FELT

UNDERLAYMENT

STONE COATED

METAL ROOF SHINGLE

AND CLOSURE CLIP

2X BLOCKING

FLAT CAP ATTACHED

AT BLOCKING

EXISTING

ROOF SHEATHING

SBS LAYER ONE

(FULLY ADHERE, EXTEND DRY

DOWN VERTICAL FACE)

METAL EDGE (PRIME METAL FLANGE, SET IN

MASTIC & FASTEN 3" O.C. STAGGERED)

SBS LAYER TWO (FULLY ADHERE)

SBS LAYER THREE (FULLY ADHERE)

PS-209 ELASTOMERIC SEALANT

CONTINUOUS CLEAT FOR METAL EDGE

EXISTING METAL ROOF

2 LAYERS 1/4" GYPSUM COVER BOARD

CONSTRUCTION SEALANT

REGLET FLASHING

CAULK SEALANT

FLOATING HEAD/END WALL TRIM

ZEE CLOSURE

METAL ROOF PANEL

EXISTING WOOD DECKING

STANDING SEAM CLIP

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

DRAWING OF 24

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

M a ri o n

W a te r In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:3

:1

A

M

AE501

ENLARGED ELEVATIONS AND

DETAILS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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

TYPICAL DORMER ELEVATION - LEFT

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

TYPICAL DORMER ELEVATION - FRONT

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

TYPICAL DORMER ELEVATON - RIGHT

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

BOX GUTTER DETAIL AT WOOD CORNICE

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

EXISTING ALUMINUM GUTTER DETAIL

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

BOX GUTTER DETAIL AT ALUMINUM CORNICE

SCALE: 3" = 1'-0"

EXPANSION JOINT - SECTION

SCALE: 3" = 1'-0"

SBS ROOF EDGE DETAIL

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

FLOATING HEAD/ END WALL DETAIL

No. Revisions: Date:

1 ADDENDUM 002 05/17/2022

4' - 0"

/2

PREPARE SURFACE AND

APPLY SELF-ADHERED SBS

MODIFIED BITUMIN MEMBRANE.

FLASHING

EXISTING WOOD TRIM -

REMOVE LOOSE AINT AND

REPAINT TO MATCH EXISTING.

SEE LEAD PAINT REPORT.

AE502

Sim

AE502

Sim V

.I .F

/2

V.I.F.

9' - 7 1/4"

PREPARE SURFACE AND APPLY SELF-

ADHERED SBS MODIFIED BITUMIN MEMBRANE.

EXISTING BRICK

WALL AT DORMER

STEP FLASHING.

ALIGN HORIZONTAL

WITH MORTAR JOINT

V .I

.F

/2

V.I.F.

9' - 7"

PREPARE SURFACE AND APPLY SELF-

ADHERED SBS MODIFIED BITUMIN MEMBRANE.

EXISTING BRICK

WALL AT

DORMERS

STEP FLASHING.

ALIGN HORIZONTAL

WITH MORTAR JOINT

4' - 0"

/4

PREPARE SURFACE AND

APPLY SELF-ADHERED SBS

MODIFIED BITUMIN MEMBRANE.

B

FLASHING

EXISTING WOOD TRIM - REMOVE

LOOSE PAINT AND REPAINT TO

MATCH EXISTING. SEE LEAD

PAINT REPORT.

AE502

Sim

AE502

Sim

V .I

.F

V.I.F.

3' - 0"

2 1/4" V.I.F.

2' - 7 1/2"

2 1/4" V.I.F.

3' - 0"

PREPARE SURFACE AND APPLY

SELF-ADHERED SBS MODIFIED

BITUMIN MEMBRANE.

A A

REMOVE EXISTING

WOOD WINDOW -

REPLACE WITH NEW

ALUMINUM WINDOW

TYP.

EXISTING WOOD TRIM -

REMOVE LOOSE PAINT AND

REPAINT TO MATCH

EXISTING. SEE LEAD-PAINT

REPORT.

REMOVE EXISTING

LOUVER - REPLACE WITH

NEW ALUMINUM LOUVER

WITH METAL MESH SCREEN

AE502

Sim

AE502

Sim

AE502

Sim

AE502

Sim EXISTING

STONE CORNICE

EXISTING WOOD

FRAMING

STONE COATED

STEEL SHINGLES

#30 FELT

UNDERLAYMENT

EXISTING SHEATHING

TO REMAIN

PEEL AND SEAL

ROOF MEMBRANE

EXISTING

EXTERIOR

MASONRY WALL

V .I

.F

V.I.F.

3' - 0"

V.I.F.

3' - 0"

V .I

.F

/4

TYPE A TYPE B

EXISTING

SHEATHING AND

DORMER FRAMING

TO REMAIN. REFER

TO ROOF PLANS FOR

ROOFING SCOPE.

NEW ALUMINUM

LOUVERS AND

FRAME TO

MATCH EXISTING

CONSTRUCTION

V.I.F.

4"V

.I .F

INSECT SCREEN

JOINT SEALANT

AND BACKER ROD

EXISTING ROUGH

OPENING. VERIFY EXISTING

DIMENSIONS IN FIELD

EXISTING RAFTER

V.I.F.

4"

STONE COATED

STEEL SHINGLES

NEW ALUMINUM

LOUVERS AND

FRAME TO

MATCH EXISTING

CONSTRUCTION

V .I

.F

/4

V .I

.F

EXISTING SILL

CONSTRUCTION

TO REMAIN

INSECT SCREEN

METAL FLASHING AND

DRIP EDGE

JOINT SEALANT

AND BACKER ROD

EXISTING ROUGH

OPENING. VERIFY

DIMENSIONS IN

FIELD

RAFTER

STONE COATED

STEEL SHINGLES

NEW GLAZING

TO MATCH EXISTING

CONSTRUCTION

EXISTING

SILL CONSTRUCTION

TO REMAIN

NEW ALUMINUM WINDOW

TO MATCH EXISTING

CONSTRUCTION

JOINT SEALANT

AND BACKER ROD

METAL FLASHING

AND DRIP EDGE

EXISTING

ROOF TO

REMAIN

NEW GLAZING

TO MATCH EXISTING

CONSTRUCTION

NEW ALUMINUM WINDOW

TO MATCH EXISTING

CONSTRUCTION

JOINT SEALANT

AND BACKER ROD

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

DRAWING OF 24

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts

\F F

E

M a ri o n

W a te r

In fi lt ra ti o n B n a te

.m o u ld s .r v t

/1

/2

:3

:2

A

M

AE502

ENLARGED PLANS AND DETAILS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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

TYPICAL DORMER ELEVATION - LOUVER

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

TYPICAL SIDE ELEVATION - RIGHT

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

TYPICAL SIDE ELEVATION - LEFT

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

TYPICAL DORMER ELEVATION - WINDOW

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

DORMER ELEVATION - TWO WINDOW

SCALE: 1" = 1'-0"

BOX CUTTER DETAIL AT STONE CORNICE

WINDOW SCHEDULE

TYPE

MARK COUNT

FRAME

MATERIAL HEIGHT WIDTH COMMENTS Head Sill

A 2 ALUMINUM 4' - 6" 3' - 0" 1 10/AE502 9/AE502

B 5 ALUMINUM 3' - 3 1/4" 3' - 0" 1 10/AE502 9/AE502

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

WINDOW LEGEND

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

LOUVER DETAIL - HEAD

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

LOUVER DETAIL - SILL

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

WINDOW DETAIL - SILL

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

WINDOW DETAIL - HEAD

COMMENTS:

1. VERIFY EXISTING OPENING DIMENSIONS IN THE FIELD

No. Revisions: Date:

1 ADDENDUM 002 05/17/2022