36C24419B0004-008.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

P

M

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

Phase

STAMP

CONSULTANTS

321 4 5 6 7 8 9 10

Project Director

05/31/18

Revisions: Date:

COATESVILLE

VA MEDICAL CENTER

CORRECT ELECTRICAL

DEFICIENCIES - PHASE 2

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY &

ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

91OfDwg.

DELLC Project Number : 170301D

ARCHITECT/ENGINEER OF RECORD

542-12-106

321 4 5 6 7 8 9 10

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D

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F

BKM# 17047.01

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VARIES

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TO BUILDINGS 01, 06, 07,09 & 59

VENTALATION MODIFICATIONS

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NEW 8" X 8" LOUVER

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BLOCK & SHIM AS NEEDED

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ELASTOMERIC SEALANT AT CONC. & FLASHING

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FLASHING WITH DRIP EDGE

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FLASHING WITH DRIP EDGE

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EX. CONCRETE LOADING DOCK

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EX. CONCRETE LOADING DOCK

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EX. BRICK INFILL

AutoCAD SHX Text BUILDING 6: BLANK OFF TOP LITE WITH INSULATED METAL PANEL. INSTALL 8"X 8" LOUVER IN PANEL. - COORDINATE WITH MECHANICAL DRAWINGS.

AutoCAD SHX Text BUILDING 59: BLANK OFF TOP LITE WITH INSULATED METAL PANEL. INSTALL 8"X 8" LOUVER IN PANEL. - COORDINATE WITH MECHANICAL DRAWINGS.

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BUILDING 7: REMOVE EXISTING WINDOW AND REPLACE WITH FAN & LOUVER UNIT

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BUILDING 9: REMOVE EXISTING LOUVER AND REPLACE WITH FAN & LOUVER UNIT.

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.8`6611

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AutoCAD SHX Text REMOVE ENOUGH BRICK TO ALLOW FOR THE INSTALLATION OF AN 10"x 10" LOUVER AND DUCTWORK. TEMPORARILY REMOVE GUARDRAIL TO PERFORM WORK.

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BUILDING 6

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BUILDING 59

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BUILDING 7

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BUILDING 9

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BUILDING 1 LOADING DOCK

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BUILDING 1 MECHANICAL ROOM (UNDER THE LOADING DOCK)

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BUILDING 1 LOADING DOCK - DETAIL

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DEMOLITION NOTES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

P

M

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

Phase

STAMP

CONSULTANTS

321 4 5 6 7 8 9 10

Project Director

05/31/18

Revisions: Date:

COATESVILLE

VA MEDICAL CENTER

CORRECT ELECTRICAL

DEFICIENCIES - PHASE 2

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY &

ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

91OfDwg.

DELLC Project Number : 170301D

ARCHITECT/ENGINEER OF RECORD

542-12-106

321 4 5 6 7 8 9 10

A

B

C

D

E

F

BKM# 17047.01

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NEW ELECTRICAL CLOSET

BUILDING 4:

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SHIP/REC

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OFFICE

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MECH ROOM

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CLEAN

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SHIP/REC

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OFFICE

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MECH ROOM

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CLEAN

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ELECTRICAL CLOSET

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ADJUST EXISTING ACT CEILING TO ALLOW FOR ADDED WALL DEPTH.

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WALL TO BE PAINTED TO MATCH EXISTING WALLS

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NEW WALL BASE TO MATCH EXIST.

AutoCAD SHX Text 4"x 4"x12GA. x 3" LONG STL. L @ 48" O.C.

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UNDERSIDE OF STRUCTURE

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5/8" GYP. BD.

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3 " MET. STUDS @ 58" MET. STUDS @ 16" O.C.

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FOR FLOOR FINISH & BASE SEE ROOM FINISH SCHED.

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3 5/8" MET. STUDS @ 16" O.C. W/ 3 5/8 BATT INSUL.

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4"X4"X12GA. X3" LONG STL. L @ 48" O.C. EACH SIDE

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FOR CEILING HT. & TYPE SEE ROOM FINISH SCHED.

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NOTE: WALL MUST BE SEALED SMOKE TIGHT

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UNDERSIDE OF STRUCTURE

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STUD RUNNER

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5/8" F.C. GYP. BD.

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CAULK; CONT.@ BOTH SIDES

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STUD RUNNER

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CONT. FIRE SAFING

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MECH ROOM

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OFFICE

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AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.8`6611

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TRUE NORTH

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PLAN NORTH

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DEMOLITION PLAN

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

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TRUE NORTH

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PLAN NORTH

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NEW WORK PLAN

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

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AutoCAD SHX Text REMOVE EXISTING ACOUSTICAL CEILING TILE AND GRID. REMOVE PORTION OF EXISTING WALL FOR NEW 3'-0" X 7'-0" DOOR AND FRAME. REMOVE EXISTING PENCIL SHARPENER. REMOVE EXISTING ELECTRICAL AND I.T. OUTLET. REMOVE EXISTING WALL BASE.

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DEMOLITION NOTES

AutoCAD SHX Text NEW 3'-0" x 7'-0" HOLLOW METAL DOOR. NEW 1 HR RATED WALL. NEW FURRING, INSULATION AND FIRE RATED GYP. BOARD. REWORK EXISTING GRID AND ACOUSTICAL CEILING TILE. TO ALLOW FOR NEW WALL. SEAL ALL GAPS, PENETRATIONS AND HOLES IN THE EXISTING TERRACOTTA BLOCK WALL.

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NEW WORK NOTES

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WALL SECTIONS

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SCALE: 3/4"= 1'-0"

AutoCAD SHX Text NOTES: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. CONTRACTOR TO PROTECT ALL EXISTING FINISHES DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR TO REPAIR ANY DAMAGE TO EXISTING FINISHES. ALL NEW AND REPLACED FINISHES ARE TO MATCH EXISTING. CONTRACTOR MAY TEMPORARILY REMOVE ANY HAND RAILS OR OTHER FINISHES WITH VA APPROVAL. ALL REMOVED HANDRAILS AND FINISHES ARE TO BE PUT BACK IN THEIR ORIGINAL POSITION, CLEANED & RESTORED TO THEIR PRE-CONSTRUCTION CONDITION.

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%%ULEGEND

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EXISTING DOORS, FRAMES & ETC.

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EXISTING DOORS TO REMAIN

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NEW DOOR

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TO BE REMOVED

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NEW WALLS

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EXISTING WALLS TO REMAIN

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EXISTING WALLS TO BE REMOVED

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LOCATION OF WORK

KEY PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

P

M

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

Phase

STAMP

CONSULTANTS

321 4 5 6 7 8 9 10

Project Director

05/31/18

Revisions: Date:

COATESVILLE

VA MEDICAL CENTER

CORRECT ELECTRICAL

DEFICIENCIES - PHASE 2

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY &

ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

91OfDwg.

DELLC Project Number : 170301D

ARCHITECT/ENGINEER OF RECORD

542-12-106

321 4 5 6 7 8 9 10

A

B

C

D

E

F

BKM# 17047.01

A R

L

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ARCHITECTIRAL SPECIFICATIONS

09 22 16 NON STRUCTURAL METAL FRAMING

1.1 PROTECTIVE COATING

GALVANIZE STEEL STUDS, RUNNERS (TRACK), RIGID (HAT SECTION) FURRING CHANNELS, "Z" SHAPED FURRING CHANNELS, AND

RESILIENT FURRING CHANNELS, WITH COATING DESIGNATION OF G40 OR EQUIVALENT.

1.2 STEEL STUDS AND RUNNERS (TRACK)

A. ASTM C645, MODIFIED FOR THICKNESS SPECIFIED AND SIZES AS SHOWN.

1. USE C 645 STEEL, 0.75 MM (0.0296-INCH) MINIMUM BASE-METAL (30 MIL).

2. RUNNERS SAME THICKNESS AS STUDS.

B. PROVIDE NOT LESS THAN TWO CUTOUTS IN WEB OF EACH STUD, APPROXIMATELY 300 MM (12 INCHES) FROM EACH END, AND

INTERMEDIATE CUTOUTS ON APPROXIMATELY 600 MM (24 INCH) CENTERS.

1.3 FASTENERS, CLIPS, AND OTHER METAL ACCESSORIES

A. ASTM C754, EXCEPT AS OTHERWISE SPECIFIED.

B. CLIPS: ASTM C841 (PARAGRAPH 6.11), MANUFACTURER'S STANDARD ITEMS. CLIPS USED IN LIEU OF TIE WIRE SHALL HAVE HOLDING

POWER EQUIVALENT TO THAT PROVIDED BY THE TIE WIRE FOR THE SPECIFIC APPLICATION.

1.4 INSTALLING STUDS

A. INSTALL STUDS IN ACCORDANCE WITH ASTM C754, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED.

B. SPACE STUDS NOT MORE THAN 406 MM (16 INCHES) ON CENTER.

C. CUT STUDS 6 MM TO 9 MM (1/4 TO 3/8_INCH) LESS THAN FLOOR TO UNDERSIDE OF STRUCTURE OVERHEAD WHEN EXTENDED TO

UNDERSIDE OF STRUCTURE OVERHEAD.

D. WHERE STUDS ARE SHOWN TO TERMINATE ABOVE SUSPENDED CEILINGS, PROVIDE BRACING AS SHOWN OR EXTEND STUDS TO

UNDERSIDE OF STRUCTURE OVERHEAD.

E. EXTEND STUDS TO UNDERSIDE OF STRUCTURE OVERHEAD FOR FIRE, RATED PARTITIONS, SMOKE PARTITIONS, SHAFTS, AND

SOUND RATED PARTITIONS

G. OPENINGS:

1. FRAME JAMBS OF OPENINGS IN STUD PARTITIONS AND FURRING WITH TWO STUDS PLACED BACK TO BACK OR AS SHOWN.

2. FASTEN BACK TO BACK STUDS TOGETHER WITH 9 MM (3/8_INCH) LONG TYPE S PAN HEAD SCREWS AT NOT LESS THAN 600 MM

(TWO FEET) ON CENTER, STAGGERED ALONG WEBS.

3. STUDS FASTENED FLANGE TO FLANGE SHALL HAVE SPLICE PLATES ON BOTH SIDES APPROXIMATELY 50 X 75 MM (2 BY 3 INCHES)

SCREWED TO EACH STUD WITH TWO SCREWS IN EACH STUD. LOCATE SPLICE PLATES AT 600 MM (24 INCHES) ON CENTER

BETWEEN RUNNER TRACKS.

H. FASTENING STUDS:

1. FASTEN STUDS LOCATED ADJACENT TO PARTITION INTERSECTIONS, CORNERS AND STUDS AT JAMBS OF OPENINGS TO FLANGE

OF RUNNER TRACKS WITH TWO SCREWS THROUGH EACH END OF EACH STUD AND FLANGE OF RUNNER.

2. DO NOT FASTEN STUDS TO TOP RUNNER TRACK WHEN STUDS EXTEND TO UNDERSIDE OF STRUCTURE OVERHEAD.

B. PROVIDE ADDITIONAL STUDS WHERE REQUIRED. INSTALL METAL BACKING PLATES, OR SPECIAL METAL SHAPES AS REQUIRED, SECURELY FASTENED TO METAL STUDS.

1.5 TOLERANCES

A. FASTENING SURFACE FOR APPLICATION OF SUBSEQUENT MATERIALS SHALL NOT VARY MORE THAN 3 MM (1/8_INCH) FROM THE

LAYOUT LINE.

B. PLUMB AND ALIGN VERTICAL MEMBERS WITHIN 3 MM (1/8_INCH.)

C. LEVEL OR ALIGN CEILINGS WITHIN 3 MM (1/8_INCH.)

09 29 00 GYPSUM WALL BOARD

1.1 GYPSUM BOARD

A. GYPSUM BOARD: ASTM C1396, TYPE X, 16 MM (5/8 INCH) THICK UNLESS SHOWN OTHERWISE. SHALL CONTAIN A MINIMUM OF 20

PERCENT RECYCLED GYPSUM.

B. WATER RESISTANT GYPSUM BACKING BOARD: ASTM C620, TYPE X, 16 MM (5/8 INCH) THICK.

1.2 INSTALLING GYPSUM BOARD

A. COORDINATE INSTALLATION OF GYPSUM BOARD WITH OTHER TRADES AND RELATED WORK.

B. INSTALL GYPSUM BOARD IN ACCORDANCE WITH ASTM C840, EXCEPT AS OTHERWISE SPECIFIED.

C. USE GYPSUM BOARDS IN MAXIMUM PRACTICAL LENGTHS TO MINIMIZE NUMBER OF END JOINTS.

D. WALLS (EXCEPT SHAFT WALLS):

1. WHEN GYPSUM BOARD IS INSTALLED PERPENDICULAR TO FRAMING MEMBERS, SPACE FASTENERS 300 MM (12 INCHES) ON

CENTER IN FIELD AND ALONG EDGES.

2. STAGGER SCREWS ON ABUTTING EDGES OR ENDS.

3. APPLY GYPSUM BOARD WITH LONG DIMENSION PERPENDICULAR TO FRAMING MEMBERS AS REQUIRED TO MINIMIZE NUMBER OF

JOINTS.

I. ELECTRICAL AND TELECOMMUNICATIONS BOXES:

1. SEAL ANNULAR SPACES BETWEEN ELECTRICAL AND TELECOMMUNICATIONS RECEPTACLE BOXES AND GYPSUM BOARD

PARTITIONS.

1.3 FINISHING OF GYPSUM BOARD

A. FINISH JOINTS, EDGES, CORNERS, AND FASTENER HEADS IN ACCORDANCE WITH ASTM C840. USE LEVEL 4 FINISH FOR AL FINISHED

AREAS OPEN TO PUBLIC VIEW.

B. BEFORE PROCEEDING WITH INSTALLATION OF FINISHING MATERIALS, ASSURE THE FOLLOWING:

1. GYPSUM BOARD IS FASTENED AND HELD CLOSE TO FRAMING OR FURRING.

2. FASTENING HEADS IN GYPSUM BOARD ARE SLIGHTLY BELOW SURFACE IN DIMPLE FORMED BY DRIVING TOOL.

C. FINISH JOINTS, FASTENERS, AND ALL OPENINGS, INCLUDING OPENINGS AROUND PENETRATIONS, ON THAT PART OF THE GYPSUM

BOARD EXTENDING ABOVE SUSPENDED CEILINGS TO SEAL SURFACE OF NON DECORATED, SMOKE BARRIER, FIRE RATED, AND

SOUND RATED, AND SOUND RATED, GYPSUM BOARD CONSTRUCTION.

1.4 REPAIRS

A. AFTER TAPING AND FINISHING HAS BEEN COMPLETED, AND BEFORE DECORATION, REPAIR ALL DAMAGED AND DEFECTIVE WORK, INCLUDING NONDECORATED SURFACES.

B. PATCH HOLES OR OPENINGS 13 MM (1/2 INCH) OR LESS IN DIAMETER, OR EQUIVALENT SIZE, WITH A SETTING TYPE FINISHING

COMPOUND OR PATCHING PLASTER.

C. REPAIR HOLES OR OPENINGS OVER 13 MM (1/2 INCH) DIAMETER, OR EQUIVALENT SIZE, WITH 16 MM (5/8 INCH) THICK GYPSUM

BOARD SECURED IN SUCH A MANNER AS TO PROVIDE SOLID SUBSTRATE EQUIVALENT TO UNDAMAGED SURFACE.

D. TAPE AND REFINISH SCRATCHED, ABRADED OR DAMAGED FINISH SURFACES INCLUDING CRACKS AND JOINTS IN NON DECORATED

SURFACE TO PROVIDE, SMOKE TIGHT CONSTRUCTION, FIRE PROTECTION EQUIVALENT TO THE FIRE RATED CONSTRUCTION, AND

STC EQUIVALENT TO THE SOUND RATED CONSTRUCTION.

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PLAN AND SECTIONS

WALL FURRING

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PROJECT MANAGER

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TRANSF. RM

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CORRIDOR

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LOCKER ROOM

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TOILET

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JANITOR

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SHOWER ROOM

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GRAVITY VENTILATOR

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FEM. TLT

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PROJECT MANAGER

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CONFERENCE ROOM

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IRM

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ADJUST EXISTING ACT CEILING TO ALLOW FOR ADDED WALL DEPTH.

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WALL TO BE PAINTED TO MATCH EXISTING WALLS

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NEW WALL BASE TO MATCH EXIST.

AutoCAD SHX Text 4"x4"X12GA. x3" LONG STL. L @ 48" O.C.

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UNDERSIDE OF STRUCTURE

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5/8" GYP. BD.

AutoCAD SHX Text NEW ELECTRICAL BREAKER PANEL 20"x 48"x 6" - SEE ELECTRICAL PANEL SCHEDULE FOR MORE INFORMATION

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6" MET. STUDS @ 16" O.C.

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AutoCAD SHX Text EXISTING CAST IRON DRAIN PIPE WALL TO BE FURRED OUT SO THAT THE GYP BOARD CAN COVER THE EXISTING PIPE AND FLANGES. AN ACCESS PANEL IS NEEDED TO ACCESS THE PIPE CLEAN OUT.

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NEW ELECTRICAL PANEL

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.8`6611

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