250508 Los Angeles CA 898-034 Maintenance Plans 4 of 10.pdf

WS

1. EXISTING TREE TO REMAIN

2. GRAVEL MULCH - SEE PLANTING NOTE B.

PLANTING KEYED NOTES

QTY BOTANIC NAME COMMON NAME SIZE SPACING

53 PLUMBAGO AURICULATA CAPE LEADWORT 5 GAL. 72" O.C.

335 SF FESCUE-POA BLEND TURFGRASS SOD N.A. N.A.

PLANTING SCHEDULE

A. IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND

THOSE SHOWN ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL

GOVERN. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BID AND

INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY DISCREPANCIES IN

QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST.

B. GRAVEL MULCH SHALL MATCH EXISTING GRAVEL AS INDICATED IN THE

SPECIFICATIONS, INSTALLED AT A 3" DEPTH OVER LANDSCAPE FABRIC - SEE DETAIL

D4/LI501.

C. LANDSCAPE FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN NEEDLE-PUNCHED

POLYPROPYLENE. OVERLAP ENDS 12" AND TURN DOWN EDGES 6" PER DETAIL

D4/LI501.

D. THE TOP OF MULCH SHALL BE 1" BELOW TOP OF ADJACENT CONCRETE SURFACES -

SEE DETAIL D4/LI501.

E. SHRUBS SHALL BE INSTALLED PER DETAILS D3 & F3/LI501.

F. IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER

SIZE CALLED OUT UNDER "CONTAINER" AND HEIGHT OR SPREAD CALLED OUT UNDER

"REMARKS", THE SPECIFIED PLANT MUST MEET HEIGHT OR SPREAD REQUIREMENTS

SPECIFIED UNDER "REMARKS", EVEN IF A LARGER CONTAINER SIZE IS REQUIRED TO

MEET THESE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE GOVERNMENT.

G. SOD SHALL BE COMPRISED OF 95% DWARF TALL FESCUE, 5% BLUEGRASS BLEND, SEE

SPECIFICATIONS. TOP OF SOD ROOT MASS SHALL BE INSTALLED 1" BELOW TOP OF

ADJACENT CONCRETE SURFACES AND TOP OF IRRIGATION ROTORS PER DETAIL

D4/LI501.

PLANTING NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENT

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

Los Angeles, CA

898CM3034

N/A Project Director

05/24/2023Revisions: Date: Sheet of 95

VCI Project Management Construction Management Engineering Juan Kays

Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

LP101

PLANTING PLAN

BV ER

618 SF

EXTERIOR WASH

AREA

1055 SF

EMPLOYEE

PARKING

581 SF

ROUTINE

MAINTENANCE BAY

426 SF

SERVICE BAY

249 SF

TOOLS/PARTS

(workshop)

333 SF

OFFICE

237 SF

BREAK

43 SF

MECH/ICE

28 SF

STOR.

67 SF

F-TOIL

208 SF

M-LOCK

10 SF

STOR.

55 SF

STORAGE

105 SF

F-LOCK

71 SF

M-TOIL

112 SF

FLAMMABLE

738 SF

FUEL

STORAGE

11 11

1. REMOVE AND DISPOSE OF BUILDING IN ITS ENTIRETY INCLUDING ALL

FOUNDATIONS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND

ELECTRICAL ITEMS.

2. PREP/ EPOXY REPAIR WOOD DOOR, FRAME AND TRIM FOR NEW PAINT- SEE

HAZMAT DRAWINGS AND REPORT.

3. PREP/ EPOXY REPAIR WOOD WINDOWS AND TRIM FOR NEW PAINT - SEE HAZMAT

DRAWINGS AND REPORT.

4. PREP/ EPOXY REPAIR WOOD HEADERS AND TRIM FOR NEW PAINT - SEE HAZMAT

DRAWINGS AND REPORT.

5. REMOVE AND DISPOSE OF OVERHEAD DOORS. PREP/ EPOXY REPAIR WOOD

JAMBS AND HEADS FOR NEW PAINT.

6. REMOVE AND DISPOSE OF CLAY TILE ROOFING.

7. PREP/ EPOXY REPAIR WOOD SOFFITS, FACIAS AND MISC TRIM.

8. CLEAN BRICK GENTLY AND PREP FOR TUCKPOINTING AS REQUIRED. PERFORM A

CLEANING AND MORTAR MOCKUP IN A NON-CONSPICUOUS AREA.

9. REMOVE AND DISPOSE OF CABINETRY, TOILET COMPARTMENTS, TOILET

SPECIALTIES, PLUMBING FIXTURES AND HVAC - SEE PLUMBING AND MECHANICAL.

REMOVE ALL WATER AND SEWER PIPING. GROUT UNDERGROUND PICKING UP TO

SLAB ELEVATION.

10. REMOVE AND DISPOSE OF EXISTING CONCRETE WALL AND FOOTING.

11. REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB.

12. REMOVE AND DISPOSE OF EXISTING BOLLARDS, SLABS, ELECTRICAL AND

CONTROLS SYSTEMS. MIDDLE FUEL TANK IS TO BE RELOCATED, SOUTH FUEL

TANK IS TO BE REMOVED BY MAINT. CONTRACTOR AND NORTH FUEL TANK IS TO BE

REMOVED BY THE GC.

13. REMOVE AND DISPOSE OF EXISITNG PREMANUFACTURED METAL BUILDING.

14. REMOVE AND DISPOSE OF CMU / STONE BUILDING.

15. REMOVE BRICK WALL INFILL OF OLD OPENING. KEEP BRICK FOR REPAIR OF MISC

BRICKS ON THE REST OF THE BUILDING. TEST BRICK FOR STRUCTURAL INTEGRITY

PRIOR TO REUSE.

(NOT ALL KEYED NOTES USED ON THIS

SHEET)DEMOLITION KEYED NOTES:

ARCH. LEGEND

NOTE: NOT ALL SYMBOLS USED

0 COLUMN NUMBER / GRID LINE

CENTER LINE

x'- x"

DIMENSION LINE

EXISTING TO BE REMOVED

EXISTING TO REMAIN

EXISTING TO REMAIN

NEW CONSTRUCTION

ROOM NAME

ROOM NAME

ROOM NUMBER

DOOR NUMBER SYMBOL

XX

X-XXX

1 Ref

1 A101

1 Ref

SHEET DETAIL IS DRAWN ON

DETAIL NUMBER

DETAIL NUMBER

ARCHITECTURAL ELEVATION

SHEET NUMBER

DETAIL NUMBER

X

X-XXX

SHEET NUMBER

ARCHITECTURAL SECTION

1i WINDOW TYPE

R e f

R e f

WALL TYPE#

5/8" GYPSUM BOARD - TYPE X

2' X 2' ACOUSTIC CEILING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: juan.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

VCI

Project Management

Construction Management

Engineering

5/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

5/24/23

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SITE & BUILDING DEMOLITION

PLAN

3/32" = 1'-0" E1

Site / Building Demolition Plan

Not to Scale C2

Site Aerial -1

Not to Scale E2

Site Aerial -2

FITZ TM

Revisions: Date:

15 9235 8

9 32

141011 13 12

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: juan.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

VCI

Project Management

Construction Management

Engineering

5/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

5/24/23

00404366C O

LO

RADO L ICENS

E

D

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D-102

DEMOLITION DETAILS

Not to Scale B2

Exist. Maintenance Building Section -1

Not to Scale D2

Exist. Maintenance Building Section -2

Not to Scale F2

Exist. Maintenance Building Section -3

Not to Scale B4

Exist. Maintenance Building -1

Not to Scale D4

Exist. Maintenance Building -2

Not to Scale F3

Exist. Brick Storage Building Not to Scale

F7 Exist. Brick Storage Building & Wash Rack

Not to Scale B7

Exist. Stone and Metal Buildings

Not to Scale D6

Exist. Stone and Metal Building -2 Not to Scale

D8 Exist. Metal Building and Fuel Tanks

ARCH. LEGEND

NOTE: NOT ALL SYMBOLS USED

0 COLUMN NUMBER / GRID LINE

CENTER LINE

x'- x"

DIMENSION LINE

EXISTING TO BE REMOVED

EXISTING TO REMAIN

EXISTING TO REMAIN

NEW CONSTRUCTION

ROOM NAME

ROOM NAME

ROOM NUMBER

DOOR NUMBER SYMBOL

XX

X-XXX

1 Ref

1 A101

1 Ref

SHEET DETAIL IS DRAWN ON

DETAIL NUMBER

DETAIL NUMBER

ARCHITECTURAL ELEVATION

SHEET NUMBER

DETAIL NUMBER

X

X-XXX

SHEET NUMBER

ARCHITECTURAL SECTION

1i WINDOW TYPE

R e f

R e f

WALL TYPE#

5/8" GYPSUM BOARD - TYPE X

2' X 2' ACOUSTIC CEILING

1. REMOVE AND DISPOSE OF BUILDING IN ITS ENTIRETY INCLUDING ALL

FOUNDATIONS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND

ELECTRICAL ITEMS.

2. PREP/ EPOXY REPAIR WOOD DOOR, FRAME AND TRIM FOR NEW PAINT- SEE

HAZMAT DRAWINGS AND REPORT.

3. PREP/ EPOXY REPAIR WOOD WINDOWS AND TRIM FOR NEW PAINT - SEE HAZMAT

DRAWINGS AND REPORT.

4. PREP/ EPOXY REPAIR WOOD HEADERS AND TRIM FOR NEW PAINT - SEE HAZMAT

DRAWINGS AND REPORT.

5. REMOVE AND DISPOSE OF OVERHEAD DOORS. PREP/ EPOXY REPAIR WOOD

JAMBS AND HEADS FOR NEW PAINT.

6. REMOVE AND DISPOSE OF CLAY TILE ROOFING.

7. PREP/ EPOXY REPAIR WOOD SOFFITS, FACIAS AND MISC TRIM.

8. CLEAN BRICK GENTLY AND PREP FOR TUCKPOINTING AS REQUIRED. PERFORM A

CLEANING AND MORTAR MOCKUP IN A NON-CONSPICUOUS AREA.

9. REMOVE AND DISPOSE OF CABINETRY, TOILET COMPARTMENTS, TOILET

SPECIALTIES, PLUMBING FIXTURES AND HVAC - SEE PLUMBING AND MECHANICAL.

REMOVE ALL WATER AND SEWER PIPING. GROUT UNDERGROUND PICKING UP TO

SLAB ELEVATION.

10. REMOVE AND DISPOSE OF EXISTING CONCRETE WALL AND FOOTING.

11. REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB.

12. REMOVE AND DISPOSE OF EXISTING BOLLARDS, SLABS, ELECTRICAL AND

CONTROLS SYSTEMS. MIDDLE FUEL TANK IS TO BE RELOCATED, SOUTH FUEL

TANK IS TO BE REMOVED BY MAINT. CONTRACTOR AND NORTH FUEL TANK IS TO BE

REMOVED BY THE GC.

13. REMOVE AND DISPOSE OF EXISITNG PREMANUFACTURED METAL BUILDING.

14. REMOVE AND DISPOSE OF CMU / STONE BUILDING.

15. REMOVE BRICK WALL INFILL OF OLD OPENING. KEEP BRICK FOR REPAIR OF MISC

BRICKS ON THE REST OF THE BUILDING. TEST BRICK FOR STRUCTURAL INTEGRITY

PRIOR TO REUSE.

(NOT ALL KEYED NOTES USED ON THIS

SHEET)DEMOLITION KEYED NOTES:

GENERAL PARTITION NOTES

1. TESTING AGENCIES FOR THE FIRE ASSEMBLIES INDENTIFIED ON THE

PARTITION SCHEDULE ARE:

UL - UNDERWRITERS LABORATORY DESIGN NUMBER

GA - GYPSUM ASSOCIATION DESIGN NUMBER

2. CONCRETE AND OTHER STRUCTURAL WALLS DO NOT HAVE PARTITION

SYMBOLS, ALTHOUGH FURRING APPLIED TO SUCH WALL MAY BE INDICATED

WITH A PARTITION SYMBOL. EXTERIOR WALLS ARE LIKEWISE NOT DEFINED BY

PARTITION TYPES, ALTHOUGH FURRING ON THE INTERIOR SIDE MAY BE

INDICATED WITH A PARTITION SYMBOL.

3. PLAN DIMENSIONS ARE TYPICALLY TO GRID LINE, FACE OF PARTITION OR FACE

OF CONCRETE OR CMU UNLESS NOTED OR INDICATED OTHERWISE. DOORS

NOT LOCATED BY PLAN DIMENSION ARE LOCATED BY JAMB DETAILS

REFERENCED FROM DOOR SCHEDULE. CRITICAL CLEARANCES ARE

DESIGNATED "CLR".

4. THE PARTITION TYPE NOTED BY A SYMBOL CONTINUES BETWEEN CORNERS

AND BETWEEN INTERSECTING PARTITIONS. AT OPENINGS, PROVIDE THE SAME

PARTITION TYPE ABOVE AND BELOW SUCH OPENING AS THAT ON EITHER SIDE

OF THE OPENING. AT PARTITIONS SCHEDULED TO EXTEND TO STRUCTURE

ABOVE, EXTEND THE PARTITION AROUND AND ABOVE DUCTS, BEAMS AND

OTHER OBSTRUCTIONS. ALIGN DIFFERENT PARTITION THICKNESSES SO THAT

THE FINISHED WALL PLANES CONTINUE UNBROKEN WITHIN EACH ROOM OR

CORRIDOR, UNLESS NOTED OTHERWISE. WHERE FACE OF COLUMN FURRING

IS SHOWN AS ALIGNING WITH FACE OF PARTITION, CONTINUE PARTITION FACE

UNBROKEN PAST THE COLUMN. STANDARD COLUMN FURRING DETAILS

LOCATE PARTITION FACE.

5. WHERE GYPSUM BOARD IS NOT SCHEDULED TO EXTEND TO BOTTOM OF

STRUCTURE, BOARD MAY TERMINATE 4" ABOVE ABUTTING CEILING ON EACH

SIDE. IF NO CEILING IS SCHEDULED, BOARD IN THAT ROOM MUST EXTEND FULL

HEIGHT.

6. WHERE PARTITIONS ARE INDICATED AS BEING FIRE-RATED, CONTINUE

PARTITIONS UNBROKEN TO BOTTOM OF DECK ABOVE AND ALONG THE ENTIRE

PERIMETER OF THE SPACES BEING SEPARATED BY THE FIRE-RATED

PARTITIONS. CONTINUE FIRE-RATED PARTITION SEPARATIONS WITHOUT

INTERRUPTION WHERE THEY INTERSECT NON-RATED PARTITIONS.

7 WHERE COLUMNS, MECHANICAL CHASES, PIPING AND OTHER ELEMENTS ARE

LOCATED WITHIN A FIRE-RATED PARTITION, CONTINUE THE GYPSUM BOARD

AROUND BOTH SIDES OF THE OBSTRUCTION TO MAINTAIN THE RATED

ASSEMBLY. FOR DUCT, PIPE, CONDUIT AND OTHER PENETRATIONS PASSING

THROUGH A FIRE-RATED PARTITION, PROVIDE TIGHT FITTING FIRE-RATED

STOPPING ASSEMBLIES EQUAL TO ASSEMBLY RATING.

8. WHERE SMOKE AND FIRE-RATED PARTITIONS TERMINATE AT EXTERIOR

WALLS, FILL VOIDS WITH FIRE-RATED ASSEMBLIES, OR EXTEND THE RATED

PARTITIONS TO THE OUTER FACE OF EXTERIOR WALL CONSTRUCTIONS.

ENSURE THAT NO FLANKING PATHWAYS EXIST THAT MIGHT PERMIT SMOKE OR

FIRE TO FLOW FROM ONE SIDE OF THE PARTITION TO THE OTHER.

9. PROVIDE CONTINUOUS STANDARD BLOCKING AS DETAILED FOR WALL

MOUNTED ELEMENTS AT TOP AND BOTTOM ATTACHMENT POINTS AND AT

INTERMEDIATE ATTACHMENT POINTS AS REQUIRED BY THE ELEMENT,

INCLUDING, BUT NOT LIMITED TO ; ACCESSORIES, RAILINGS, FLOOR-MOUNTED

CASEWORK, CURTAIN RODS, WALL PROTECTION, CORNER GUARDS AND

EQUIPMENT WEIGHING LESS THAN 50 POUNDS.

10. PROVIDE HEAVY DUTY BLOCKING AS DETAILED FOR SUPPORT OF HEAVY

ELEMENTS, INCLUDING, BUT NOT LIMITED TO ; WALL MOUNTED SHELVING AND

CABINETRY, HAND RAILS, GRAB BARS, BABY-CHANGING TABLES, LAVATORIES,

COUNTERTOPS, MOUNTS FOR TELEVISIONS AND COMPUTER MONITORS, DOOR

STOPS AND EQUIPMENT WEIGHING IN EXCESS OF 50 POUNDS.

11. WHERE ACOUSTICAL INSULATION IS INDICATED FOR PARTITIONS, SEAL TOP,

BOTTOM AND SIDES OF EACH FACE AND EDGE OF GYPSUM BOARD WITH

ACOUSTICAL SEALANT WHERE THE BOARD CONTACTS OTHER MATERIALS.

12. BACK-TO-BACK ELECTRICAL BOXES ARE NOT PERMITTED UNLESS BOTH BOXES

ARE WRAPPED WITH ADHESIVE WRAPPED INTUMESCENT PUTTY PADS. WHERE

JUNCTION, OUTLET, AND SWITCH BOXES OCCUR ON OPPOSITE SIDES OF A

PARTITION, EITHER PROVIDE PUTTY PADS FOR BOTH BOXES OR OFFSET THE

BOXES A MINIMUM OF ONE STUD SPACE AND PROVIDE ACOUSTICAL

INSULATION BEHIND AND BETWEEN THEM.

14. PROVIDE ACOUSTICAL SEALANT AROUND ALL PENETRATIONS THROUGH THE

MEMBRANES OF ACOUSTICAL PARTITIONS. PROVIDE FIRE-RATED SEALANT IN

LIEU OF ACOUSTICAL SEALANT WHERE REQUIRED TO MAINTAIN FIRE RATING

OF ACOUSTIC PARTITIONS.

13. IN FIRE-RATED PARTITIONS WITH TOTAL "BACK BOX" PENETRATIONS IN EXCESS

OF 100 SQ. IN. IN 100 SQ. FT., ADDITIONALLY PROTECT BACK OF BOXES WITH

RATED ASSEMBLIES APPROVED BY THE AUTHORITY HAVING JURISDICTION.

15. IN SHOWER STALLS AND WALLS BEHIND PLUMBING FIXTURES, PROVIDE TILE

BACKER BOARD IN LIEU OF GYPSUM BOARD AT WALLS INDICATED TO

RECEIVE CERAMIC TILE. BACKER BOARD TO MATCH GYPSUM BOARD IN

TERMS OF THICKNESS AND FIRE-RATING CAPABILITY. PROVIDE MOISTURE

RESISTANT (MR) GYPSUM BOARD IN LIEU OF STANDARD GYPSUM BOARD AT

THE FOLLOWING LOCATIONS:

DIRECTLY BEHIND PLUMBING FIXTURES WHERE FINISH IS NOT

CERAMIC TILE AND CEILINGS ABOVE SHOWER STALLS.

16. AT NON-FIRE RATED, NON-ACOUSTIC PARTITIONS THAT DO NOT EXTEND TO

STRUCTURE ABOVE, CONTRACTOR HAS OPTION OF EXTENDING STUDS TO

STRUCTURE ABOVE OR TERMINATING STUDS 4" ABOVE HIGHEST ADJACENT

CEILING AND BRACING TOP TRACK AT INTERVALS OF 4'-0" OC (MAX) TO

STRUCTURE ABOVE.

17. WHERE STUDS EXTEND MORE THAN 3'-0" ABOVE THE TOP OF GYPSUM BOARD,

PROVIDE HORIZONTAL BRACING MIDWAY BETWEEN TOP OF GYPSUM BOARD

AND TOP OF STUDS.

18. AT FURRING PARTITIONS (GYPSUM BOARD ONE SIDE ONLY) PROVIDE

HORIZONTAL STUD BRACING OR 18 GA ANGLE CLIPS SECURED TO

STRUCTURAL SUBSTRATE AT 4'-0" OC (MAX). SIMILAR REQUIREMENT AT

COLUMN FURRING.

19. MAGNITUDE OF POTENTIAL STRUCTURAL LIVE LOAD DEFLECTION IMPACTING

PARTITIONS FOR THIS PROJECT IS 1" IN COMPRESSION AND 0" IN EXTENSION,

FOR A TOTAL MOVEMENT OF 1". FOR RATED PARTITIONS, THE HEAD-OF-WALL

FIRE RESISTIVE ASSEMBLY PROVIDED MUST BE RATED FOR THIS DEGREE OF

MOVEMENT. PROVIDE A FIRE-RESISTIVE VARIATION FOR EACH CONDITION

(BEAMS, DUCTS, CORNERS, ETC.) ENCOUNTERED AT THE RATED PARTITION

HEADS. FOR NON-RATED PARTITIONS, SECURE THE TOP TRACK IN A MANNER

THAT ACCOMMODATES DEFLECTION OF THE STRUCTURE ABOVE OR BELOW.

20. FOR DOORS, RELITES, DUCT AND OTHER OPENINGS WITH ROUGH OPENING

DIMENSIONS OF 4'-0" OR WIDER, PROVIDE HEAVY GAUGE KING STUDS AND A

"BOX BEAM" HEADER AS DETAILED IN STANDARD DOOR DETAILS.

1. EPOXY REPAIR AND REPAINT WOOD DOOR, FRAME, TRIM AND HEADER-TYP.

ALL DOORS.

2. EPOXY REPAIR AND REPAINT WOOD WINDOW UNITS, TRIM AND HEADER.

REPAIR HARDWARE AND WINDOW OPERATION. INSTALL NEW SEALANT, PUTTY

AND REPLACE BROKEN GLAZING AS REQUIRED -TYP. ALL WINDOWS.

3. EPOXY REPAIR AND REPAINT WOOD OVERHEAD DOOR TRIM AND HEADER.

PREP FOR NEW OVERHEAD DOOR AND HARDWARE-TYP. ALL DOORS.

4. INSTALL NEW CLAY TILE ROOFING TO MATCH EXISTING OVER NEW ROOF

SHEATHING AND HIGH TEMPERATURE ICE AND WATER SHIELD.

5. NEW CLAY TILE ROOFING OVER ICE AND WATER SHIELD ON 5/8" PLYWOOD

AND LIGHT GUAGE METAL TRUSSES - SEE STRUCTURAL.

6. INSTALL NEW METAL GUTTERS AND DOWNSPOUTS.

7. EPOXY REPAIR AND REPAINT WOOD SOFFITS, FACIAS, BEAM ENDS AND ALL

MISC TRIM.

8. TUCKPOINT & REPAIR ANY HOLES (WITH REMOVED BRICK) ON ALL EXISTING

BRICK WALLS AS REQUIRED. CLEAN ALL BRICK. PERFORM MOCKUP FOR ALL

BRICK REPAIR AND INSTALLATION.

9. NEW PLUMBING FIXTURES AND HVAC - SEE PLUMBING AND MECHANICAL.

10. NEW INTERIOR WALL. SEE WALL TYPES A-503.

11. NEW EXTERIOR WALL. SEE WALL TYPES A-503.

12. CLEAN AND SEAL ALL EXISTING CONCRETE FLOOR SLABS.

13. NEW CEILING - SEE REFLECTED CEILING PLANS A-102.

14. EXISTING GYPSUM BOARD CEILING TO BE CLEANED AND PAINTED.

15. OPEN TO STRUCTURE ABOVE. PRESSURE WASH GENTLY ALL WOOD

STRUCTURE TO CLEAN AND SEAL WITH A CLEAR SEALER TO PROTECT THE

WOOD. PERFORM MOCKUP IN A NON-CONSPICUOUS LOCATION.

16. NEW FIRE EXTINGUISHER AND CABINET.

17. 24" VERTICAL GRAB BAR - STAINLESS STEEL, B-5806X24.

18. 36" HORIZONTAL GRAB BAR - STAINLESS STEEL, B-5806X36.

19. 42" HORIZONTAL GRAB BAR - STAINLESS STEEL, B-5806X42.

20. FIBERGLASS SHOWER UNIT (ADA ACCESSIBLE) W/ CURTAIN ROD, B-4207X60,

21. SHOWER SEAT, B-51815.

22. 12"X18"X72" SINGLE TIER METAL LOCKERS, ULINE H-1226.

23. TOILET TISSUE DISPENSER - STAINLESS STEEL, DOUBLE ROLL W/

CONTROLLED DELIVERY B-274.

24. ELECTRIC HAND DRYER - STAINLESS STEEL, SURFACE MTD QUIET B-7128.

25. HAND SOAP DISPENSER - STAINLESS STEEL, SURFACE MTD B-40.

26. ROBE HOOKS - STAINLESS STEEL, B-671.

27. 24"X36" STAINLESS STEEL FRAMED MIRROR, SURFACE MTD B-1659.

28. VANITY COUNTERTOP AND BACKSPLASH, SOLID COMPOSITE - SEE C3/A-501.

29. 9"X36" WOOD LOCKERROOM BENCH, ULINE H-3640ST.

30. WALL MOUNTED PRIVACY PANEL, SOLID COMPOSITE SIERRA SERIES 1095.

31. CEILING MOUNTED TOILET PARTITION, SOLID COMPOSITE SIERRA SERIES 1095.

32. 12"X34" STAINLESS STEEL SHELF / MOP RACK, B-239X34.

33. PREMAUFACTURED CASEWORK.

34. DISH WASHER - STAINLESS STEEL - PROVIDED BY NCA.

35. REFRIGERATOR - STAINLESS STEEL - PROVIDED BY NCA.

36. MICROWAVE - STAINLESS STEEL - PROVIDED BY NCA.

37. KITCHEN SOLID SURFACE COUNTERTOP AND 4" BACKSPLASH.

38. NEW CONCRETE FOUNDATION, RETAINING WALL, FOOTING AND SLAB - SEE

STRUCTURAL.

39. EXISTING CONCRETE FOUNDATION AND FOOTING.

40. NEW 5/8" GYPSUM BOARD CEILING ON BOTTOM OF TRUSSES. TAPE - 3 COATS,

SAND, FLAT TEXTURE, PAINT - 2 COATS.

41. 2X2 SUSPENDED ACCOUSTIC TILE CEILING.

42. WASH RACK: MI-T-M CORP., CAW ALUMINUM SERIES INDUSTRIAL COLD WATER

PRESSURE WASHER, COLD WATER, ELECTRIC, WALL MOUNT, DIRECT DRIVE,

CAW-3004-OME1, 3000 PSI - OR APPROVED EQUAL.

43. SHOWER / EYEWASH - SEE PLUMBING.

44. INSTALL NEW WOOD TRIM TO MATCH EXISTING AND INSTALL NEW OVERHEAD

DOOR.

45. VEHICLE LIFT: BENDPAK XPR-18CL-192, 18,000 LBS - OR APPROVED EQUAL.

46. TIRE CHANGER: WEAVER W-898XS - OR APPROVED EQUAL.

47. AIR COMPRESSOR: INGERSOLL RAND ROTARY SCREW, HORIZONTAL, 7 1/2 HP,

26.3 CFM, 80 GAL TANK, 230V AC - OR APPROVED EQUAL.

48. NEW ALUMINUM WINDOW - SEE WINDOW TYPES A-502.

49. REMOVE ALL OLD ROOFING REMANENCE AND COVER OVER WOOD HEADER.

EPOXY REPAIR HEADER AND PAINT.

(NOT ALL KEYED NOTES USED ON THIS

SHEET)REMODEL KEYED NOTES:

1. ALL SPECIALTY EQUIPMENT TO BE BOBRICK OR EQUAL.

2. ADD WOOD BLOCKING FOR ALL TOILET ROOM SPECIALTIES AND WOOD

CASEWORK.

GENERAL NOTES:

SYMBOLOGY LEGEND

Sheet Type Designator

1AS601 SHEET No.

SHEET NUMBER

Level 2 Designator

Sheet SequenceBuilding Number

Discipline Designator

NORTH ARROW

N

PLAN OR DETAIL CALLOUT

PLAN OR DETAIL TITLE

TITLE ON SHEET

SCALE: 1/8" = 1'-0"XX.X

PLAN OR DETAIL TITLE

GRAPHIC SCALE

0' 2' 4' 8' 16'

1/4"=1'-0"

F1

A-201

DETAIL SECTION NUMBER

SHEET ON WHICH

SECTION IS

DRAWN

DETAIL CALLOUT REFERENCE

A

GRID BUBBLES

ALUMINUM

NBBJ_Aluminum (from Aluminum)

CONCRETE

NBBJ_Concrete ( from concrete)

GLASS

NBBJ_Glass

RIGID INSULATION

NBBJ_Rigid_Insulatio n

BRICK IN SECTION

NBBJ_Brick_Section

CONCRETE MASONRY

UNIT

NBBJ_CMU_Section

EARTH

NBBJ_Earth (from Earth 2)

GYPSUM / PLASTER

NBBJ_Gypsum (from Gypsum-Plaster)

STEEL

NBBJ_Steel (from Steel 2)

PEA GRAVEL

NBBJ_Gravel (from Gravel 2)

STONE

NBBJ_Stone (from Stone 2)

BATT INSULATION

Detail Element - Insulation

PRECAST

NBBJ_Precast (from concrete_light)

SAND

NBBJ_Sand

WOOD - SOLID

NBBJ_Wood 1

PLYWOOD

NBBJ_Plywood

CONTINUOUS BLOCKING

SHIM

MATERIALS LEGEND

GRASS

NBBJ_Grass

CAST STONE

NBBJ_Cast Stone (from Fleks)

4' - 0"

5' - 0"

5' - 0"

1' - 4"

/2

VA BARRIER FREE DESIGN STANDARD

MINIMUIM REQUIREMENTS

BA

C

K W

AL

L

F.F.

SI

D

E W

AL

L

SI

D

E W

AL

L

TO

IL

ET

R

O O

M

3' - 2"

1'

8"

2'

TYP GRAB BAR

10 28 00

GB & GB-MH

REF DTL B1/0AI506

TOILET PAPER DISP

10 28 00

TPD-1

SURFACE MTD

SHOWER CURTAIN ROD

10 28 00

SR-1

MIRROR

10 28 00

MR-4

REF DTL C6/0AI536

1' - 7" 1' - 7"

TPD

SN

(WMS

ONLY)

TYPICAL TOILET DEVICES

TPD & SN

(SIDEWALL ELEVATION)

TOILET

PARTITIO

N

(WHERE

OCCURS)

HAND DRYER

10 28 00

HD-1

SURFACE MTD

TYPICAL HC TOILET DEVICES

TPD, SN & GB

(SIDEWALL ELEVATION)

10 28 00

REF DTL B1/0AI506

2'

7/

8"

1' - 7" 1' - 7"

M

IN

1'

8"

1' - 0"

M

IN

1'

7/

8"

1'

7/

8"

TPD

SN

(WMS ONLY)

TOILET

PARTITION

(WHERE

OCCURS)

ALIGN

42" GRAB

BAR

3'

3"

SOAP DISP

SD-3

RECESSED

COAT HOOK

10 28 00

CH-1

SURFACE MTD

CENTER

ON LAV,

UNO

HIGH

MEDIUM

LOW

NOTE: ALIGN

LOW / HIGH DEVICES

AT CENTER LINE,

TYP. THROUGHOUT

WHERE DEVICES ARE

IN CLOSE PROXIMITY

NOTE: ALIGN

DEVICES AT BOTTOM,

TYP. THROUGHOUT WHERE DEVICES

ARE IN CLOSE PROXIMITYF.F.

DEVICE PROXIMITY GUIDELINES

6'

9"

HC URINAL

DIV 22

(BACKWALL ELEVATION)

TYP URINAL

15" CLEAR 15" CLEAR

3'

8"

4'

6"

SCD

(WHERE

OCCURS)

EQ EQ

SCD

(WHERE

OCCURS)

TOILET

PARTITION

SI

D

EW

AL

L

TYPICAL TOILET DEVICES

SCD & GB

(BACKWALL ELEVATION)

10 28 00

REF DTL B1/0AI506

TYPICAL TOILET STALL DEVICES

SCD

(BACKWALL ELEVATION)

2'

0"

1'

5"

FINISH FLOOR

BASE

FLOORING BASE

REFER TO FINISH SCHEDULE

FOR TYPE AND HEIGHT

3'

4"

CORNER GUARD

6'

8"

HC SHOWER

HEAD/CONTROL

7" 9"

3'

2" M

IN

WALL @

OPEN SIDE

OF SHOWER

1' - 0" 2' - 0"

4'

0" M

AX

9"

1' - 6" 1' - 6"

F.F.

TO

IL

ET

R

O O

M

C

LI

N

IC

AL

M

IS

C

EL

LA

N

EO

U S

3'

6"

C/L

D U

PL

EX

Q U

AD

VO

IC

E

/ D

AT

A C

AB

LE

BE

D

SW

IT

C H

TH

ER

M O

ST

AT

FI

R

E

AL

AR

M

P U

LL

1' - 3"

REFER TO FINISH

SCHEDULE FOR

DECORATIVE FINISH

THICKNESS ACCOUNTED

FOR IN CLEAR DIM.

REFER TO FIXTURE

SCHEDULE FOR LAV

TYPES AND DETAILS

SOAP DISPENSER

2' - 0"

1' - 5"

MIN.

8"

6" MAX.

REFER TO FINISH

SCHEDULE FOR

DECORATIVE FINISH

THICKNESS

ACCOUNTED FOR

IN CLEAR DIM.

REFER TO TA SCHEDULE

FOR MIRROR TYPES

PAPER

TOWEL

DISPENSER

3'

3"

2' -1

0" M

AX

2' -5

" M

IN

2' -3

" M

IN

TYPICAL LAV

MR, SD & PTD

(BACKWALL ELEVATION)

TYPICAL LAV

(SIDEWALL ELEVATION)

30" x 48" CLEAR FLOOR

SPACE REQUIRED

FOLD DOWN

BENCH

10 28 00

REF DTL B5/0AI536

D U

PL

EX

Q U

AD

VO

IC

E

/ D

AT

A

" S

U R

FA

C

E

3'

6"

1'

6"

SW

IT

C H

(D O

U

BL

E)

4'

0"

FI

R

E H

O R

N

6'

8"

6'

6" M

AX

GENERAL WALL DEVICES

DIV 23, 26, 72 & 28

ELECTRICAL PANEL

DIV 26

DOOR OPERATOR

CARD READER

DIV 08

DP-OP-CR

ALCOVE WALL

HC DRINKING FOUNTAIN

DIV 22

EQ. EQ.

2' -1

0" M

AX

2' -5

" M

IN

ALIGN BOTTOM OF

MIR, SD, AND PTD

W

AL

L

PH

O N

E

FIRE EXTINGUISHER CAB

10 44 13

FEC

TO

P

O F

EX

TI

N G

'R

- 0

" M

AX

2'

3"

HANDRAIL

WHERE OCCURS

W

AL

L

PH

O N

E

JA

C K

4'

1/

2"

1'

6"

1' - 10"

CORNER OR EDGE

OF WALL

OR CENTER ON WALL

6' WIDE OR LESS

0V

R

EC

EP

TA

C

LE

4" 6"

1'

6"

EM

ER

G

EN

C Y

PO

W

ER

O

FF

EPOSW

IT

C H

2'

ALIGN

UC LIGHT SWITCH

LOCATION AT SIDE WALL

REF CODED NOTE 254

WALL

CABINET

BASE

CABINET

D U

PL

EX

4"

THERMOSTAT

AT EDGE OF

WALL OR CORNER

4"

4"4" 4"

M

IS

C

EL

LA

N

EO

U

S

TYPICAL HK CLOSET

DSP0302

(SIDEWALL ELEVATION - 2)

TYPICAL DEVICE LOCATION AT DOOR TYPICAL SIGNAGE /

STROBE AT DOOR

5'

0" 6'

8"

CHEM DISPENSER

4'

2' - 4"

3'

0"

EQ EQ

5" 5" 6" 6" 4" 4" 7" 1' - 0"

SHIFT DEVICES TOWARD

DOOR FRAME WHERE ALL

DEVICES DO NOT OCCUR

ALIGN TOP OF ALL DEVICES,

TYP IN ALL LOCATIONS

ALIGN TOP OF CLOCK

WITH TOP OF DOOR

CLOCK

FURN REPORT

CLOCK-1, CLOCK-2

7'

2"

4'

6"

HOUSEKEEPING

CLOSET COAT HOOKS

FIRE ALARM PULL

AT DOOR

4'

0"

F

4"

B-290 2436

MOUNTING HEIGHTS LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: juan.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

VCI

Project Management

Construction Management

Engineering

5/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

5/24/23

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T ECT

S

EA

N

M. F ITZPATR

IC

K

C U s e rs \D a n ia H a b b o u b

\V a li C o o p e r

In te rn a ti o n a l\ V

A N

C A

L A

N C

G ra v e s it e E x p a n s io n

C o lu m b a ri u m

D o c u m e n ts

\a W o rk

F ile s

M a in te n a n c e

\7

B id

D o c s

R e v is io n s f o r S in g le

P ro je c t B id

.1

.2

\1

P la n s \C

A D

\L A

N C

C

M

M a in t_ A rc h it e c tu ra l.

rv t

/5 /2

:1

:1

A M

A-001

ARCHITECTURAL LEGENDS AND

NOTES

23Revisions: Date:

IRB

C1

A-2

L

M0' - 4"

6' - 9"

N

O

P

Q

B1

A-2

D

A -201

D 4A -201

F

A -201

F 3A -201

F1

A-2

B1

A-2

D

A -202

F 6A -201

A

B

C

D

E

F

8 G

H

I

J

K

A-4

A-4

A-4

A-4

FIN GRADE

T/FTG

PER PLAN

T/SLAB

PER PLAN

PER PLAN

P E

R P

L A

N

C

L R

C

L R

(2) #5 T&B CONT

(2) #4 IN BOND BEAM

AT TOP & BOT COURSE

1" STUCCO -PAINTED

1" STUCCO -PAINTED

CMU CAP

CMU WALL &

REINF PER PLAN

L A

P P

E R

/S

-3

8" CONC STEM WALL

W/ (3) #5 HORIZ

CONF FTG PER PLAN

#5 T&B @ 16" OC

DOWEL W/ STD HOOK

TO MATCH VERT REINF

(ALT HOOKS)

HOLLOW SQUARE STEEL BAR

2" x 2" x 1/4" TS

END OF WALL NOTE:

PROVIDE 3/4" GAP BETWEEN END OF WALLS

AND BUILDINGS. INSTALL BACKERROD AND

SEALANT ON EACH SIDE OF THE WALL

HOLLOW SQUARE STEEL BARS

1" x 1" x 1/4" TS @ 6" O.C. -PAINTED

HOLLOW SQUARE STEEL BAR

2" x 2" x 1/4" TS -PAINTED

/2

/2

6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: juan.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

VCI

Project Management

Construction Management

Engineering

5/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

5/24/23

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T ECT

S

EA

N

M. F ITZPATR

IC

K

C U s e rs \D a n ia H a b b o u b

\V a li C o o p e r

In te rn a ti o n a l\ V

A N

C A

L A

N C

G ra v e s it e E x p a n s io n

C o lu m b a ri u m

D o c u m e n ts

\a W o rk

F ile s

M a in te n a n c e

\7

B id

D o c s

R e v is io n s f o r S in g le

P ro je c t B id

.1

.2

\1

P la n s \C

A D

\L A

N C

C

M

M a in t_ A rc h it e c tu ra l.

rv t

/5 /2

:1

:1

A M

A-101

ARCHITECTURAL SITE PLAN

3/32" = 1'-0" F5

Site Plan

New concrete slab and sand/oil separator

Renovated brick storage building

New administration building

New maintenance building

New covered vehicle storage building

New privacy wall

SEE D2&F2/A-101

New privacy wall

SEE D2&F2/A-101

New retaining walls

Extended employee parking

N

Vehicle Parking

Fuel Tank

FITZ TM

1" = 1'-0" F2

CMU / METAL PRIVACY WALL DETAIL

1/2" = 1'-0" D2

FENCE ELEV. DETAIL

A. PROVIDE FULL -SCALE MOCKUPS. MOCKUPS SHALL REPRESENT THE FOUNDATIONS,

BRICK VENEER, RANGE OF COLORS, TEXTURES, CUTS, FINISHES, ANCHORING,

HARDWARE, GROUT, SEALANTS AND ALL SETTING METHODS.

MOCKUPS ARE TO BE PERFORMED FOR EXTERIOR WALLS AND BRICKWORK, DOOR AND

WINDOW REFURBISHING, DOOR AND WINDOW HARDWARE REFURBISHING, WOOD TRIM

REPAIR, BRICK REPAIR, EXPOSED WOOD CLEANING AND SEALING AND CLAY TILE

ROOFING.

B. SEE SPECIFICATIONS FOR ADDITIONAL MOCKUP REQUIREMENTS.

C. MOCKUPS SHALL BE ERECTED IN LOCATION AND ORIENTATION APPROVED BY THE

COR AND SHALL BE ERECTED BY THE SAME TEAM THAT WILL INSTALL ALL ITEMS FOR

THE PROJECT.

D. MOCKUPS SHALL BE MINIMUM OF 5'X5'.

E. IN SITU MOCKUPS ARE EXPRESSELY PROHIBITED.

F. COMPLETED MOCKUPS SHALL BE INSPECTED AND APPROVED BY THE COR BEFORE

CONSTRUCTION.

G. APPROVED MOCKUPS SHALL BECOME THE STANDARD OF WORKMANSHIP AND

APPEARANCE FOR THE PROJECT. ALL ITEMS INSTALLED FOR THIS PROJECT SHALL

MATCH THE APPROVED MOCKUPS.

H. ANY ITEM INSTALLED THAT DOES NOT (AS DETERMINED BY THE COR) MATCH THE

APPROVED MOCKUP SHALL BE CONSIDERED AUTOMATICALLY REJECTED BY THE NCA

AND SHALL BE IMMEDIATELY REMOVED FROM THE PROJECT SITE AND REPLACED BY

THE CONTRACTOR AT NO COST TO THE GOVERNMENT.

I. MOCKUPS SHALL BE COMPLETE IN ALL RESPECTS AND SHALL REPRESENT THE FINAL

COMPLETE ASSEMBLIES FOR ALL CONDITIONS.

J. USE MOCKUPS TO TEST CLEANING METHODS.

K. WHERE REVIEW OF MOCKUPS MAY REQUIRE REVISIONS OF DESIGNS OR

CONSTRUCTION TECHNIQUES, THE COR WILL PROVIDE SUCH REVISIONS IN WRITING.

SUCH REVISIONS WILL BE COMPLETED AND FINAL APPROVAL OF ALL ASPECTS OF THE

MOCKUP SHALL BE ACHIEVED PRIOR TO CONSTRUCTION BEGINNING FOR THE FINISHED

PROJECT.

L. DO NOT INSTALL MOCKUP COMPONENTS OR MATERIALS IN THE COMPLETD

PROJECT.

M. MOCKUPS SHALL REMAIN IN PLACE UNTIL THE PROJECT IS COMPLETE AND

ACCEPTED BY THE NCA AFTER FINAL INSPECTION. AFTERWARD, REMOVE AND

DISPOSE OF MOCKUPS.

MOCKUP REQUIREMENTS

FD

FD

FD

FD

FD

C

A -2

Headstone & Marker Storage

Workshop - C, W, P, E

Equipment Storage

Storage

301 Irrigation Storage and Office

305304303

L M N O P Q

B

A -2

D1

A-201

D4

A-201F1

A-201

F3

A-201

E1

A-301

F1

A-301

C1

A-301

B1

A-301

Break / Conf

Office

Map

Foreman

Secure Storage /

IT

Mech / Elec

Lockers

Womens

Mens

H.K.

1 1 1 1 1 2 2

G H I J K

70' - 0"

12' - 8" 19' - 0" 16' - 4" 22' - 0"

A-401

D2

A -4

A -4

A-401

F2

A -4

A -4

8' - 7" 3' - 11" 8' - 6" 2' - 1" 3' - 8" 3' - 8" 5' - 9" 11' - 4" 4' - 11"4' - 1" 6' - 7" 6' - 11"

3' - 11" 8' - 6" 6' - 7" 10' - 7" 5' - 9" 14' - 1" 7' - 11"

9' - 6"

2' - 8" 7' - 5"

44 3 3

2 2 2 2

7' - 1" 10' - 6" 1' - 11" 10' - 3" 2' - 6 1/2" 9' - 9" 5' - 9" 6' - 6" 9' - 8" 4' - 0"

2' - 5" 2' - 11" 1' - 9"

5' - 3" 1' - 10" 5' - 7" 4' - 11 1/2" 1' - 11" 6' - 5 1/2" 6' - 4" 8' - 1" 7' - 5" 8' - 1" 8' - 1"

Routine Maint Bay

Heavy Maint Bay

Hazardous Materials &

Pesticide Storage

200 202

F1

A-202

F

A -2

D1

A-302

B1

A-302

A B C D

E

57' - 0"

20' - 6" 28' - 6" 8' - 0"

46 47

Covered Parking

B1

A-202

D

A -2

F1

A-302

D

E F

22' - 0"

ARCH. LEGEND

NOTE: NOT ALL SYMBOLS USED

0 COLUMN NUMBER / GRID LINE

CENTER LINE

x'- x"

DIMENSION LINE

EXISTING TO BE REMOVED

EXISTING TO REMAIN

EXISTING TO REMAIN

NEW CONSTRUCTION

ROOM NAME

ROOM NAME

ROOM NUMBER

DOOR NUMBER SYMBOL

XX

X-XXX

1 Ref

1 A101

1 Ref

SHEET DETAIL IS DRAWN ON

DETAIL NUMBER

DETAIL NUMBER

ARCHITECTURAL ELEVATION

SHEET NUMBER

DETAIL NUMBER

X

X-XXX

SHEET NUMBER

ARCHITECTURAL SECTION

1i WINDOW TYPE

R e f

R e f

WALL TYPE#

5/8" GYPSUM BOARD - TYPE X

2' X 2' ACOUSTIC CEILING

1. EPOXY REPAIR AND REPAINT WOOD DOOR, FRAME, TRIM AND HEADER-TYP.

ALL DOORS.

2. EPOXY REPAIR AND REPAINT WOOD WINDOW UNITS, TRIM AND HEADER.

REPAIR HARDWARE AND WINDOW OPERATION. INSTALL NEW SEALANT, PUTTY

AND REPLACE BROKEN GLAZING AS REQUIRED -TYP. ALL WINDOWS.

3. EPOXY REPAIR AND REPAINT WOOD OVERHEAD DOOR TRIM AND HEADER.

PREP FOR NEW OVERHEAD DOOR AND HARDWARE-TYP. ALL DOORS.

4. INSTALL NEW CLAY TILE ROOFING TO MATCH EXISTING OVER NEW ROOF

SHEATHING AND HIGH TEMPERATURE ICE AND WATER SHIELD.

5. NEW CLAY TILE ROOFING OVER ICE AND WATER SHIELD ON 5/8" PLYWOOD

AND LIGHT GUAGE METAL TRUSSES - SEE STRUCTURAL.

6. INSTALL NEW METAL GUTTERS AND DOWNSPOUTS.

7. EPOXY REPAIR AND REPAINT WOOD SOFFITS, FACIAS, BEAM ENDS AND ALL

MISC TRIM.

8. TUCKPOINT & REPAIR ANY HOLES (WITH REMOVED BRICK) ON ALL EXISTING

BRICK WALLS AS REQUIRED. CLEAN ALL BRICK. PERFORM MOCKUP FOR ALL

BRICK REPAIR AND INSTALLATION.

9. NEW PLUMBING FIXTURES AND HVAC - SEE PLUMBING AND MECHANICAL.

10. NEW INTERIOR WALL. SEE WALL TYPES A-503.

11. NEW EXTERIOR WALL. SEE WALL TYPES A-503.

12. CLEAN AND SEAL ALL EXISTING CONCRETE FLOOR SLABS.

13. NEW CEILING - SEE REFLECTED CEILING PLANS A-102.

14. EXISTING GYPSUM BOARD CEILING TO BE CLEANED AND PAINTED.

15. OPEN TO STRUCTURE ABOVE. PRESSURE WASH GENTLY ALL WOOD

STRUCTURE TO CLEAN AND SEAL WITH A CLEAR SEALER TO PROTECT THE

WOOD. PERFORM MOCKUP IN A NON-CONSPICUOUS LOCATION.

16. NEW FIRE EXTINGUISHER AND CABINET.

17. 24" VERTICAL GRAB BAR - STAINLESS STEEL, B-5806X24.

18. 36" HORIZONTAL GRAB BAR - STAINLESS STEEL, B-5806X36.

19. 42" HORIZONTAL GRAB BAR - STAINLESS STEEL, B-5806X42.

20. FIBERGLASS SHOWER UNIT (ADA ACCESSIBLE) W/ CURTAIN ROD, B-4207X60,

21. SHOWER SEAT, B-51815.

22. 12"X18"X72" SINGLE TIER METAL LOCKERS, ULINE H-1226.

23. TOILET TISSUE DISPENSER - STAINLESS STEEL, DOUBLE ROLL W/

CONTROLLED DELIVERY B-274.

24. ELECTRIC HAND DRYER - STAINLESS STEEL, SURFACE MTD QUIET B-7128.

25. HAND SOAP DISPENSER - STAINLESS STEEL, SURFACE MTD B-40.

26. ROBE HOOKS - STAINLESS STEEL, B-671.

27. 24"X36" STAINLESS STEEL FRAMED MIRROR, SURFACE MTD B-1659.

28. VANITY COUNTERTOP AND BACKSPLASH, SOLID COMPOSITE - SEE C3/A-501.

29. 9"X36" WOOD LOCKERROOM BENCH, ULINE H-3640ST.

30. WALL MOUNTED PRIVACY PANEL, SOLID COMPOSITE SIERRA SERIES 1095.

31. CEILING MOUNTED TOILET PARTITION, SOLID COMPOSITE SIERRA SERIES 1095.

32. 12"X34" STAINLESS STEEL SHELF / MOP RACK, B-239X34.

33. PREMAUFACTURED CASEWORK.

34. DISH WASHER - STAINLESS STEEL - PROVIDED BY NCA.

35. REFRIGERATOR - STAINLESS STEEL - PROVIDED BY NCA.

36. MICROWAVE - STAINLESS STEEL - PROVIDED BY NCA.

37. KITCHEN SOLID SURFACE COUNTERTOP AND 4" BACKSPLASH.

38. NEW CONCRETE FOUNDATION, RETAINING WALL, FOOTING AND SLAB - SEE

STRUCTURAL.

39. EXISTING CONCRETE FOUNDATION AND FOOTING.

40. NEW 5/8" GYPSUM BOARD CEILING ON BOTTOM OF TRUSSES. TAPE - 3 COATS,

SAND, FLAT TEXTURE, PAINT - 2 COATS.

41. 2X2 SUSPENDED ACCOUSTIC TILE CEILING.

42. WASH RACK: MI-T-M CORP., CAW ALUMINUM SERIES INDUSTRIAL COLD WATER

PRESSURE WASHER, COLD WATER, ELECTRIC, WALL MOUNT, DIRECT DRIVE,

CAW-3004-OME1, 3000 PSI - OR APPROVED EQUAL.

43. SHOWER / EYEWASH - SEE PLUMBING.

44. INSTALL NEW WOOD TRIM TO MATCH EXISTING AND INSTALL NEW OVERHEAD

DOOR.

45. VEHICLE LIFT: BENDPAK XPR-18CL-192, 18,000 LBS - OR APPROVED EQUAL.

46. TIRE CHANGER: WEAVER W-898XS - OR APPROVED EQUAL.

47. AIR COMPRESSOR: INGERSOLL RAND ROTARY SCREW, HORIZONTAL, 7 1/2 HP,

26.3 CFM, 80 GAL TANK, 230V AC - OR APPROVED EQUAL.

48. NEW ALUMINUM WINDOW - SEE WINDOW TYPES A-502.

49. REMOVE ALL OLD ROOFING REMANENCE AND COVER OVER WOOD HEADER.

EPOXY REPAIR HEADER AND PAINT.

(NOT ALL KEYED NOTES USED ON THIS

SHEET)REMODEL KEYED NOTES:

1. ALL SPECIALTY EQUIPMENT TO BE BOBRICK OR EQUAL.

2. ADD WOOD BLOCKING FOR ALL TOILET ROOM SPECIALTIES AND WOOD

CASEWORK.

GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: juan.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

VCI

Project Management

Construction Management

Engineering

5/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

5/24/23

00404366C O

LO

RADO L ICENS

E

D

A

RC H I T ECT

S

EA

N

M. F ITZPATR

IC

K

C U s e rs \D a n ia H a b b o u b

\V a li C o o p e r

In te rn a ti o n a l\ V

A N

C A

L A

N C

G ra v e s it e E x p a n s io n

C o lu m b a ri u m

D o c u m e n ts

\a W o rk

F ile s

M a in te n a n c e

\7

B id

D o c s

R e v is io n s f o r S in g le

P ro je c t B id

.1

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A D

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A M

A-102

MAIN FLOOR PLANS

1/4" = 1'-0" B5

Administration & Storage Building Floor Plans

1/4" = 1'-0" F2

Maintenance Building Floor Plan 1/4" = 1'-0"

F6 Covered Parking Floor Plan

N

0' 2' 4' 8' 16'

1/4"=1'-0"