Attachment 5 Chronic Dialysis Sleep Program Drawings Part 2.pdf

F.E.C.

F .E

.C

F.E.C.

SLEEP ROOM 3

G115

SLEEP ROOM 4

G116

PRINT/COPY

C410A

TOILET 4

G116A

TOILET 2

G117A

CORRIDOR 4

C410

CONTROL ROOM

G114

TOILET 3

G115A

TOILET 1

G113A

SLEEP ROOM 1

G113

SLEEP ROOM 2

G117TOILET 2

G118

DIALYSIS

EQUIPMENT

G119

TOILET 1

G112STERILE

EQUIPMENT

G111

NEPHRO - LOGIST

G110

CORRIDOR 2

C409

CONFERENCE

G109

OPEN OFFICE

G100

E L

E C

T R

IC

A

L R

O O

M

G

CONSULT

G107CHIEF

G106

TELECOM

G105

SUPV

G104

SUPV

G103

AE400B

AE400B4

AE400B 3

1 2 3 4 6 7

C

E

F

G

12' - 2" 14' - 4" 1' - 0" 9' - 11" 9' - 11" 12' - 6" 19' - 8" 7' - 8" 5' - 8" 17' - 2" 12' - 2" 1' - 0" 7' - 5" 7' - 1" 13' - 4"

SUPV

G102

UTILITY CLOSET

G111A

CORRIDOR 3

C408

CORRIDOR 1

C411

1611 12

A

A A

A

A

A

A

A

A A

A

A

B

B

B

B B

D

AE500B

AE500B

2.9

B

A

3.5 6.3 6.4

B.8

C.8

D

F.8

4.7

6 7

AE503

AE503

8.1 9 10

151' - 0"

AE400B

AE504

8 8.5

5.113

151515

AE500.1B

AE500.1B

AE500.1B

12' - 2" 16' - 4" 94' - 8" 16' - 6" 13' - 4"

153' - 0"

3' - 10" 4

7' - 0"

7' - 2" 36' - 5" 3' - 0" 17' - 6" 13' - 2" 16' - 6" 13' - 4"

53' - 1"

10 10

5 1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. WHEN LAYING OUT WALLS, CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS TO ENSURE ALL REQUIRED CLEAR DIMENSIONS

ARE MAINTAINED AS INDICATED.

3. PENETRATIONS ARE NOT PERMITTED THROUGH STRUCTURAL

MEMBERS.

4. ALL EXPOSED WALL OUTSIDE CORNERS SHALL RECEIVE

CORNER GUARDS, PER PLAN.

5. WHERE FULL HEIGHT WALLS ARE SHOWN, FRAME WALL TO FORM

A TIGHT FIT AROUND EXISTING DUCT OR PIPING; SEAL ALL GAPS

AND CAULK ALL AROUND TO MAINTAIN INTEGRITY OF RATED

WALL WHERE APPLICABLE.

6. WHERE NEW DUCTS OR PIPING PENETRATE FULL HEIGHT

WALLS; SEAL ALL GAPS AND FIRE CAULK ALL AROUND TO

MAINTAIN INTEGRITY OF RATED WALL WHERE APPLICABLE.

7. IN ALL AREAS WITH DEPRESSED SLAB, FILL WITH CONCRETE

TOPPING PRIOR TO INSTALLING FLOOR FINISH.

8. ALL WALLS SHALL BE 4" METAL STUD WALLS, EXCEPT AT

EXTERIOR WALLS AND RECESSED FEC LOCATIONS PROVIDE 6"

METAL STUDS.

GENERAL NOTES

SYMBOL

1-HOUR FIRE RATED PARTITION

SMOKE PARTITION

SOUND RATED PARTITION

FULL HEIGHT PARTITION

CEILING HEIGHT PARTITION

CORNER GUARD/END WALL GUARD

HANDRAIL/WALL GUARD COMBINATION

CHAIR RAIL

FULLY RECESSED FIRE EXTINGUISHER

CABINET

MODULAR WALL PARTITIONS

SOUND TRANSMISSION COEFFICIENT

RATING

LEGEND

CG

EG

FEC

STC

SHEET NOTES

RETRACTABLE PARTITION

ROOF ACCESS LADDER

ROOF HATCH

SHELF AT BRACE

EMPTY GAS CYLINDER RACK - UNDER COUNTER

REFRIGERATOR SPACE, VERIFY SIZE PRIOR TO FABRICATING

CABINETS

BASE AND UPPER CABINETS

BABY CHANGING STATION

GAS CYLINDER RACK

PROVIDE BLACKOUT SHADES TYPICAL AT ALL SLEEP ROOMS

3" EXPANSION JOINT

PROVIDE 3/4" F.T. PLYWOOD WALL SHEATHING OVER GYPSUM

BOARD. INSTALL TO 8'-0" ABOVE F.F. PAINT TO MATCH FIELD

COLOR.

CHAIR RAIL

HAND RAIL

SEISMIC JOINT COVER

WALL MOUNTED TV. AT + 72" A.F.F. PROVIDE METAL BACKING

PLATES AS NECESSARY FOR COMPLETE INSTALLATION

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

B

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:25:53 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

I. VALDOV

AE102B

ARCHITECTURAL FLOOR PLAN -

ADDITION B

J.ROBERTS

612-502

I. VALDOV

1/8" = 1'-0"AE102B

1 ADDITION B FLOOR PLAN

M A

T C

H L

IN

E M

A T

C H

L

IN

E

PROJECT

NORTH

1 FURNITURE PLAN 9/9/2019

2 CLIENT COMMENTS 1/28/2020

.E

.C

1 2 3 4 6

C

E

F

G

148 SF

DIALYSIS

EQUIPMENT

113 SF

NEPHRO - LOGIST

G110

355 SF

CORRIDOR 2

C409

454 SF

CONFERENCE

G109

1130 SF

OPEN OFFICE

G100

111 SF

ELECTRICAL

ROOM

G108

140 SF

CONSULT

G107

127 SF

CHIEF

G106

109 SF

TELECOM

G105

111 SF

SUPV

G104

107 SF

SUPV

G103

12' - 2" 14' - 4" 1' - 0" 19' - 10" 12' - 6" 19' - 8" 7' - 8"

103 SF

SUPV

G102

282 SF

CORRIDOR 3

C408

212 SF

CORRIDOR 1

C411

AE500B

AE500B

2.9

B

A

3.5 6.3

B.8

C.8

D

F.8

4.7

AE503

AE400B

AE500.1B

AE500.1B

11' - 1" 9' - 10"

4' - 3"

9' - 6" 9' - 4" 9' - 0" 8' - 8"

ALIGN

ALIGN

ALIGN

5' - 3"

1' - 4"

7' - 11"

1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. WHEN LAYING OUT WALLS, CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS TO ENSURE ALL REQUIRED CLEAR DIMENSIONS

ARE MAINTAINED AS INDICATED.

3. PENETRATIONS ARE NOT PERMITTED THROUGH STRUCTURAL

MEMBERS.

4. ALL EXPOSED WALL OUTSIDE CORNERS SHALL RECEIVE

CORNER GUARDS, PER PLAN.

5. WHERE FULL HEIGHT WALLS ARE SHOWN, FRAME WALL TO FORM

A TIGHT FIT AROUND EXISTING DUCT OR PIPING; SEAL ALL GAPS

AND CAULK ALL AROUND TO MAINTAIN INTEGRITY OF RATED

WALL WHERE APPLICABLE.

6. WHERE NEW DUCTS OR PIPING PENETRATE FULL HEIGHT

WALLS; SEAL ALL GAPS AND FIRE CAULK ALL AROUND TO

MAINTAIN INTEGRITY OF RATED WALL WHERE APPLICABLE.

7. IN ALL AREAS WITH DEPRESSED SLAB, FILL WITH CONCRETE

TOPPING PRIOR TO INSTALLING FLOOR FINISH.

8. ALL WALLS SHALL BE 4" METAL STUD WALLS, EXCEPT AT

EXTERIOR WALLS AND RECESSED FEC LOCATIONS PROVIDE 6"

METAL STUDS.

GENERAL NOTES

LEGEND

2-HOUR FIRE RATED PARTITION)

1-HOUR FIRE RATED PARTITION

SMOKE PARTITION

V V ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED & CONTRACTOR

INSTALLED

SOUND RATED PARTITION

FULL HEIGHT PARTITION

CEILING HEIGHT PARTITION

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

B

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:25:42 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE102.1B

ARCHITECTURAL ENLARGED PLAN

WEST - ADDITION B

J.ROBERTS

612-502

D.DIMAT

1/4" = 1'-0"AE102.1B

1 ADDITION B ENLARGED PLAN WEST

M A

T C

H L

IN

E

S E

E A

S B

M A

T C

H L

IN

E

S E

E A

S B

PROJECT

NORTH

SHEET NOTES

F.E.C. F.E.C.

AE400B4

6 7

C

E

F

G

200 SF

SLEEP ROOM 3

G115

200 SF

SLEEP ROOM 4

G116

144 SF

PRINT/COPY

C410A

64 SF

TOILET 4

G116A

64 SF

TOILET 2

G117A

287 SF

CORRIDOR 4

C410

139 SF

CONTROL ROOM

G114

64 SF

TOILET 3

G115A

64 SF

TOILET 1

G113A

200 SF

SLEEP ROOM 1

G113

198 SF

SLEEP ROOM 2

G117

67 SF

TOILET 2

G118

148 SF

DIALYSIS

EQUIPMENT

G119

67 SF

TOILET 1

G112

90 SF

STERILE

EQUIPMENT

G111

113 SF

NEPHRO - LOGIST

G110

355 SF

CORRIDOR 2

C409 1

AE500B

B

A

6.3 6.4

B.8

C.8

D

F.8

AE503

8.1 9 10

AE400B

8 8.5

A L

IG

N

A L

IG

N

A L

IG

N

A L

IG

N

7' - 8" 5' - 8" 17' - 2" 12' - 2" 1' - 0" 7' - 5" 7' - 1" 13' - 4"

16' - 6" 13' - 4"

7' - 2"

3' - 0" 17' - 6" 13' - 2" 16' - 6" 13' - 4"

9' - 0" 10' - 10"

7' - 10"

A L

IG

N

9' - 4"

1' - 4"

A L

IG

N

7' - 0" 7' - 0"

1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. WHEN LAYING OUT WALLS, CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS TO ENSURE ALL REQUIRED CLEAR DIMENSIONS

ARE MAINTAINED AS INDICATED.

3. PENETRATIONS ARE NOT PERMITTED THROUGH STRUCTURAL

MEMBERS.

4. ALL EXPOSED WALL OUTSIDE CORNERS SHALL RECEIVE

CORNER GUARDS, PER PLAN.

5. WHERE FULL HEIGHT WALLS ARE SHOWN, FRAME WALL TO FORM

A TIGHT FIT AROUND EXISTING DUCT OR PIPING; SEAL ALL GAPS

AND CAULK ALL AROUND TO MAINTAIN INTEGRITY OF RATED

WALL WHERE APPLICABLE.

6. WHERE NEW DUCTS OR PIPING PENETRATE FULL HEIGHT

WALLS; SEAL ALL GAPS AND FIRE CAULK ALL AROUND TO

MAINTAIN INTEGRITY OF RATED WALL WHERE APPLICABLE.

7. IN ALL AREAS WITH DEPRESSED SLAB, FILL WITH CONCRETE

TOPPING PRIOR TO INSTALLING FLOOR FINISH.

8. ALL WALLS SHALL BE 4" METAL STUD WALLS, EXCEPT AT

EXTERIOR WALLS AND RECESSED FEC LOCATIONS PROVIDE 6"

METAL STUDS.

GENERAL NOTES

LEGEND

2-HOUR FIRE RATED PARTITION)

1-HOUR FIRE RATED PARTITION

SMOKE PARTITION

V V ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED & CONTRACTOR

INSTALLED

SOUND RATED PARTITION

FULL HEIGHT PARTITION

CEILING HEIGHT PARTITION

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

B

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:25:45 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE102.2B

ARCHITECTURAL ENLARGED PLAN

EAST - ADDITION B

J.ROBERTS

612-502

D.DIMAT

1/4" = 1'-0"AE102.2B

1 ADDITION B ENLARGED PLAN EAST

M A

T C

H L

IN

E

S E

E A

S B

M A

T C

H L

IN

E

S E

E A

S B

PROJECT

NORTH

SHEET NOTES

FRIDGE FREEZER

C O

L D

HOT

C O

L D

HOT

F.E.C.

F.E.C.

F.E.C.

F .E

.C

1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. WHEN LAYING OUT WALLS, CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS TO ENSURE ALL REQUIRED CLEAR DIMENSIONS ARE

MAINTAINED AS INDICATED. PENETRATIONS ARE NOT PERMITTED

THROUGH STRUCTURAL MEMBERS.

3. CONTRACTOR SHALL PATCH, LEVEL, AND PREPARE EXISTING FLOOR

SLAB TO RECEIVE NEW FLOORING. THIS INCLUDES REMOVAL OF LEFT-

OVER SUBSTRATES FROM DEMOLITION WORK AND FILLING ANY VOIDS

OR NON-LEVEL SURFACES WHERE THEY OCCUR, WITH CONCRETE

LEVELING COMPOUND AS REQUIRED.

4. ALL EXPOSED WALL OUTSIDE CORNERS SHALL RECEIVE CORNER

GUARDS, PER PLAN.

5. ALL EXPOSED END WALLS SHALL RECEIVE END WALL GUARDS, PER

PLAN.

6. WHERE FULL HEIGHT WALLS ARE SHOWN, FRAME WALL TO FORM A

TIGHT FIT AROUND EXISTING DUCT OR PIPING; SEAL ALL GAPS AND

CAULK ALL AROUND TO MAINTAIN INTEGRITY OF RATED WALL WHERE

APPLICABLE.

7. WHERE NEW DUCTS OR PIPING PENETRATE FULL HEIGHT WALLS; SEAL

ALL GAPS AND FIRE CAULK ALL AROUND TO MAINTAIN INTEGRITY OF

RATED WALL WHERE APPLICABLE.

8. WHERE (N) POWER AND TELEPHONE, DATA LINES AND OUTLETS ARE

INSTALLED ON (E) FINISHED WALLS, REPLACE GYP BOARD AND

INSULATION & PATCH TO MATCH ADJACENT FINISH.

9. ALL WALLS SHALL BE 3-5/8" METAL STUD WALLS, EXCEPT AT PLUMBING

WALLS AND RECESSED FEC LOCATIONS PROVIDE 6" METAL STUDS. MIN.

10. ALL GROUT JOINTS SHALL FORM A WATERPROOF SEAL BETWEEN

INDIVIDUAL TILES.

11. PROVIDE .50-13F (0.07 IN) WIRE DIAMETER ALLOY #304 STAINLESS STEEL

WOVEN MESH, INSIDE PHARMACY AND INTERIOR WALLS INCLUDING

WALLS ABOVE DOORS AND WINDOWS AND BELOW WINDOWS. ALL

VENTS, DUCTS, AND SIMILAR OPENINGS IN EXCESS OF 96 SQUARE

INCHES (620 CM²) THAT ENTER OR PASS THROUGH A PERIMETER

PARTITION TO THE PHARMACY SHALL BE PROTECTED WITH EITHER

BARS OR GRILLS. WHERE ONE DIMENSION OF THE DUCT MEASURES

LESS THAN SIX INCHES (150 MM) OR DUCTS IS LESS THAN 96 SQUARE

INCHES (620 CM²) BARS ARE NOT REQUIRED; HOWEVER, ALL DUCTS

SHALL BE TREATED TO PROVIDE SUFFICIENT SOUND ATTENUATION.

WHERE BARS ARE USED, THEY SHALL BE 1/2 INCH (12.7 mm) DIAMETER STEEL WELDED VERTICALLY AND HORIZONTALLY SIX INCHES (150mm)

ON CENTER; WHERE GRILLS ARE USED, THEY SHALL BE OF 9-GAUGE

EXPANDED STEEL. OPENINGS IN CONSTRUCTION ABOVE CEILINGS OR

BELOW RAISED ACCESS FLOORS SHALL BE PROTECTED AS ABOVE.

12. PROVIDE SECURITY MESH WINDOWS .50-13F (0.07IN) WIRE DIAMETER

ALLOY #304 STAINLESS STEEL WOVEN MESH ON WINDOWS AT

PHARMACY.

GENERAL NOTES

SYMBOL

1-HOUR FIRE RATED PARTITION

SMOKE PARTITION

FULL HEIGHT PARTITION

CEILING HEIGHT PARTITION

CMU WALL

CORNER GUARD/END WALL GUARD

HANDRAIL/WALL GUARD COMBINATION

CHAIR RAIL

FULLY RECESSED FIRE EXTINGUISHER

CABINET

MODULAR WALL PARTITIONS

LEGEND

CG EG

FEC

T.O.SLAB

0"

B.O. CEILING LINE

9' - 0"

T.O.SLAB

0"

APEX

25' - 6"

TOP OF PLATE B

11' - 0"

B.O. CEILING LINE

9' - 0"

2 4

AE103C

AE103C

CONSULT

H200

CONFERENCE

H201

VAULT

H301

PREP AND

PACKAGING

H300

BREAKROOM

H302

DINING

H100

FOOD PREP

H103

RECEIVING STOR

H104

RETAIL SPACE

H101

FOR CONTINUATION

SEE SHEET AE103.2C

FOR CONTINUATION

SEE SHEET AE103.1C

32 33 37.1 38 40

42 44 48 50 52 53 54 57 60 63 68 7040.8 48.2 74

B27

B25

B23

E L

E C

T R

IC

A

L R

O O

M

H A

B30

B31

B29

B28

B26

1 EXISTING BUILDING STRUCTURE

2 EXISTING CONCRETE FOUNDATION

3 EXISTING EXTERIOR WALL

4 5/8" GYP BD TYPICAL AT INTERIOR WALLS

5 METAL STUD FRAMING

6 CMU WALL

SHEET NOTES

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

C

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:13 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE103C

ARCHITECTURAL FLOOR PLAN -

RENOVATION C

J.ROBERTS

612-502

D.DIMAT

PROJECT

NORTH

1/8" = 1'-0"AE103C

2 LONGITUDINAL SECTION - ADDITION C

1/8" = 1'-0"AE103C

3 CROSS SECTION - ADDITION C

1/8" = 1'-0"AE103C

1 RENOVATION C FLOOR PLAN 1/8"

PROVIDE:

1. PROVIDE THIS RECEPTION DESK WITH ALL THE UTILITIES BEFORE DEMOLISHING THE RECEPTION NEAR THE ATM MACHINE.

2. PROVIDE CUSTOM MADE ROUND OR SQUARE ADA RECEPTION DESK APPROX 12'-0" DIA OR 12'-10" SQUARE.

3. PROVIDE 2 DUPLEX ELECTRICAL OUTLET.

4. PROVIDE 1 COMM OUTLET WITH 4 PORTS.

5. PROVIDE A CHASE FOR UTILITIES, METAL OR DRYWALL PAINTED COMING FROM THE CEILING.

FRIDGE

1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. WHEN LAYING OUT WALLS, CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS TO ENSURE ALL REQUIRED CLEAR DIMENSIONS ARE

MAINTAINED AS INDICATED. PENETRATIONS ARE NOT PERMITTED

THROUGH STRUCTURAL MEMBERS.

3. CONTRACTOR SHALL PATCH, LEVEL, AND PREPARE EXISTING FLOOR

SLAB TO RECEIVE NEW FLOORING. THIS INCLUDES REMOVAL OF LEFT-

OVER SUBSTRATES FROM DEMOLITION WORK AND FILLING ANY VOIDS

OR NON-LEVEL SURFACES WHERE THEY OCCUR, WITH CONCRETE

LEVELING COMPOUND AS REQUIRED.

4. ALL EXPOSED WALL OUTSIDE CORNERS SHALL RECEIVE CORNER

GUARDS, PER PLAN.

5. ALL EXPOSED END WALLS SHALL RECEIVE END WALL GUARDS, PER

PLAN.

6. WHERE FULL HEIGHT WALLS ARE SHOWN, FRAME WALL TO FORM A

TIGHT FIT AROUND EXISTING DUCT OR PIPING; SEAL ALL GAPS AND

CAULK ALL AROUND TO MAINTAIN INTEGRITY OF RATED WALL WHERE

APPLICABLE.

7. WHERE NEW DUCTS OR PIPING PENETRATE FULL HEIGHT WALLS; SEAL

ALL GAPS AND FIRE CAULK ALL AROUND TO MAINTAIN INTEGRITY OF

RATED WALL WHERE APPLICABLE.

8. WHERE (N) POWER AND TELEPHONE, DATA LINES AND OUTLETS ARE

INSTALLED ON (E) FINISHED WALLS, REPLACE GYP BOARD AND

INSULATION & PATCH TO MATCH ADJACENT FINISH.

9. ALL WALLS SHALL BE 3-5/8" METAL STUD WALLS, EXCEPT AT PLUMBING

WALLS AND RECESSED FEC LOCATIONS PROVIDE 6" METAL STUDS. MIN.

10. ALL GROUT JOINTS SHALL FORM A WATERPROOF SEAL BETWEEN

INDIVIDUAL TILES.

11. PROVIDE .50-13F (0.07 IN) WIRE DIAMETER ALLOY #304 STAINLESS STEEL

WOVEN MESH, INSIDE PHARMACY AND INTERIOR WALLS INCLUDING

WALLS ABOVE DOORS AND WINDOWS AND BELOW WINDOWS. ALL

VENTS, DUCTS, AND SIMILAR OPENINGS IN EXCESS OF 96 SQUARE

INCHES (620 CM²) THAT ENTER OR PASS THROUGH A PERIMETER

PARTITION TO THE PHARMACY SHALL BE PROTECTED WITH EITHER

BARS OR GRILLS. WHERE ONE DIMENSION OF THE DUCT MEASURES

LESS THAN SIX INCHES (150 MM) OR DUCTS IS LESS THAN 96 SQUARE

INCHES (620 CM²) BARS ARE NOT REQUIRED; HOWEVER, ALL DUCTS

SHALL BE TREATED TO PROVIDE SUFFICIENT SOUND ATTENUATION.

WHERE BARS ARE USED, THEY SHALL BE 1/2 INCH (12.7 mm) DIAMETER STEEL WELDED VERTICALLY AND HORIZONTALLY SIX INCHES (150mm)

ON CENTER; WHERE GRILLS ARE USED, THEY SHALL BE OF 9-GAUGE

EXPANDED STEEL. OPENINGS IN CONSTRUCTION ABOVE CEILINGS OR

BELOW RAISED ACCESS FLOORS SHALL BE PROTECTED AS ABOVE.

12. PROVIDE SECURITY MESH WINDOWS .50-13F (0.07IN) WIRE DIAMETER

ALLOY #304 STAINLESS STEEL WOVEN MESH ON WINDOWS AT

PHARMACY.

GENERAL NOTES

SHEET NOTES

SINK WITH EYEWASH

STORAGE SHELVES (V V)

REFRIGERATOR SPACE VERIFY SIZE WITH REFRIGERATOR

MANUFACTURER

BUILT-IN BASE CABINET

BUILT-IN UPPER CABINET

REFRIGERATOR (V V)

PACKAGING MACHINE ( V V)

UNIT DOSE (V V)

MEDICATION CART (V V )

MODULAR WORK STATIONS (V V)

2 1/2" WALL FURRING

PROVIDE SECURITY MESH AT PHARMACY WINDOWS

AE103C

31' - 11" 20' - 1"

CONSULT

CONFERENCE

VAULT

PREP AND

PACKAGING

BREAKROOM

F O

R C

O N

T

IN

U A

T

IO

N

S E

E S

H E

E T

A E

.2

C F

O R

C O

N T

IN

U

A T

IO

N

S E

E S

H E

E T

A E

.2

C

32 33 37.1 38 40

42 44 48 50 52 5340.8 48.2

B27

ELECTRICAL

ROOM

2 2

B30

B31

B29

B28

B26

ALIGN

A L

IG

N

A L

IG

N

10' - 8" 2' - 3" 5' - 0" 12' - 10"

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

C

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:25:56 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE103.1C

ARCHITECTURAL ENLARGED PLAN

WEST - RENOVATION C AND FOOD

SERVICE EQUIPMENT SCHEDULE

J.ROBERTS

612-502

D.DIMAT

PROJECT

NORTH

1/4" = 1'-0"AE103.1C

1 RENOVATION C ENLARGED PLAN - WEST

FRIDGE FREEZER

C O

L D

HOT

C O

L D

HOT

F.E.C.

F.E.C.

F .E

.C

1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. WHEN LAYING OUT WALLS, CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS TO ENSURE ALL REQUIRED CLEAR DIMENSIONS ARE

MAINTAINED AS INDICATED. PENETRATIONS ARE NOT PERMITTED

THROUGH STRUCTURAL MEMBERS.

3. CONTRACTOR SHALL PATCH, LEVEL, AND PREPARE EXISTING FLOOR

SLAB TO RECEIVE NEW FLOORING. THIS INCLUDES REMOVAL OF LEFT-

OVER SUBSTRATES FROM DEMOLITION WORK AND FILLING ANY VOIDS

OR NON-LEVEL SURFACES WHERE THEY OCCUR, WITH CONCRETE

LEVELING COMPOUND AS REQUIRED.

4. ALL EXPOSED WALL OUTSIDE CORNERS SHALL RECEIVE CORNER

GUARDS, PER PLAN.

5. ALL EXPOSED END WALLS SHALL RECEIVE END WALL GUARDS, PER

PLAN.

6. WHERE FULL HEIGHT WALLS ARE SHOWN, FRAME WALL TO FORM A

TIGHT FIT AROUND EXISTING DUCT OR PIPING; SEAL ALL GAPS AND

CAULK ALL AROUND TO MAINTAIN INTEGRITY OF RATED WALL WHERE

APPLICABLE.

7. WHERE NEW DUCTS OR PIPING PENETRATE FULL HEIGHT WALLS; SEAL

ALL GAPS AND FIRE CAULK ALL AROUND TO MAINTAIN INTEGRITY OF

RATED WALL WHERE APPLICABLE.

8. WHERE (N) POWER AND TELEPHONE, DATA LINES AND OUTLETS ARE

INSTALLED ON (E) FINISHED WALLS, REPLACE GYP BOARD AND

INSULATION & PATCH TO MATCH ADJACENT FINISH.

9. ALL WALLS SHALL BE 3-5/8" METAL STUD WALLS, EXCEPT AT PLUMBING

WALLS AND RECESSED FEC LOCATIONS PROVIDE 6" METAL STUDS. MIN.

10. ALL GROUT JOINTS SHALL FORM A WATERPROOF SEAL BETWEEN

INDIVIDUAL TILES.

11. PROVIDE .50-13F (0.07 IN) WIRE DIAMETER ALLOY #304 STAINLESS STEEL

WOVEN MESH, INSIDE PHARMACY AND INTERIOR WALLS INCLUDING

WALLS ABOVE DOORS AND WINDOWS AND BELOW WINDOWS. ALL

VENTS, DUCTS, AND SIMILAR OPENINGS IN EXCESS OF 96 SQUARE

INCHES (620 CM²) THAT ENTER OR PASS THROUGH A PERIMETER

PARTITION TO THE PHARMACY SHALL BE PROTECTED WITH EITHER

BARS OR GRILLS. WHERE ONE DIMENSION OF THE DUCT MEASURES

LESS THAN SIX INCHES (150 MM) OR DUCTS IS LESS THAN 96 SQUARE

INCHES (620 CM²) BARS ARE NOT REQUIRED; HOWEVER, ALL DUCTS

SHALL BE TREATED TO PROVIDE SUFFICIENT SOUND ATTENUATION.

WHERE BARS ARE USED, THEY SHALL BE 1/2 INCH (12.7 mm) DIAMETER STEEL WELDED VERTICALLY AND HORIZONTALLY SIX INCHES (150mm)

ON CENTER; WHERE GRILLS ARE USED, THEY SHALL BE OF 9-GAUGE

EXPANDED STEEL. OPENINGS IN CONSTRUCTION ABOVE CEILINGS OR

BELOW RAISED ACCESS FLOORS SHALL BE PROTECTED AS ABOVE.

12. PROVIDE SECURITY MESH WINDOWS .50-13F (0.07IN) WIRE DIAMETER

ALLOY #304 STAINLESS STEEL WOVEN MESH ON WINDOWS AT

PHARMACY.

GENERAL NOTES

FOOD SERVICE EQUIPMENT SCHEDULE

ITEMNO. STEAM

ELECTRICAL

MODEL L/W/H

SIZE

WALL

SUPPLIER/

INSTALLER KW/AMPSVOLTS

POWER

STEAM GAS WASTE

HOT COLD

WATER

ELEC

GREASE

LADEN

GAS

LADEN AIR

HEAT OR

MOISTURE

B9

3/8"22/22/37 VC 26AB10 COFFEE BREWER (3-Wires + Ground)

DISPENSER

BEVERAGE/ICE

B8

COKE

PROVIDED BY

30/30/38 VV 2.5A120/1 1/2"

FLOOR

DRAIN

VV9/18/34

GOLD PEAK

TEA DISPENSER

120/1

PROVIDED

BY COKE VENDOR

1/4"2.5A

B6

DISPENSE-RITE

WR-CT-4

7/20/24 VV

VV7/20/19

DISPENSE-RITE

WR-CT-3B7 HOT CUP DISPENSER

COLD CUP DISPENSER

(2)

BUNN

ICB TWIN TALL

120/208

13/20/31 VC 2.8AB13 COFFEE CREAMER

BUILT

IN

INTERNATIONAL

DELIGHT

120/1

K18

REFRIGERATOR

2 SECTION

TS-49

TRUE

AFF

48"

VC 115/1 9.1A541_

/291_

/783_

K19 FREEZER

2 SECTION

TS-49F

TRUE

AFF

48"

VC 115/1 13.2A541_

/291_

/783_

K15 48"

AFF

208/1 20.38A

STRUCT CONCEPTS

B8832

REFRIGERATED

SELF-SERVER CASE

NEMA 6-30P

FLOOR

DRAIN883_

/321_

/821_

VC

B1 BEVERAGE COUNTER FABRICATED 120/46/34 VC

12"

AFF

120/1 6.2A * SEE NOTE BELOW

INCLUDE POWER FOR

B8, B8A, B9, B10 & B13

1/2"B8A ICE MACHINE HOSHIZAKI

KMD-460MAH 30/24/22 VC 120/1 15A FLOOR

DRAIN

ES1 ENTREES AND SIDES 96/46/34 AFF

12" 208/1 28A 3/8" 3/4"

FABRICATED W/

3 HOT 2 COLD WELLS VC * SEE NOTE BELOW

3/8"11/23/30 VC 15AB11 CAPPUCCINO MACHINE BUNN

FMD-3

120/1

K11 HOOD 98/42 CC

ES13

1 SECTION

WARMER

ALTO SHAM

1200-UP/SR/STD 24/32/74 VC 48"

AFF 120/1 19.3A

C1 CONDIMENT STAND FABRICATED 60/30/45 VC

****PROVIDE LEFT HAND SWING DOORS****

1 PHASE

EQUIPMENT SPECIFICATIONS

ALTERNATE

ENERGY SOURCEPREFERRED ENERGY SOURCE PLUMBING VENTILATION ADDITIONAL

NOTES

FOOD SERVICE EQUIPMENT SCHEDULE

ITEMNO. STEAM

ELECTRICAL

MODEL L/W/H

SIZE

WALL

SUPPLIER/

INSTALLER KW/AMPSVOLTS

POWER

STEAM GAS WASTE

HOT COLD

WATER

ELEC

GREASE

LADEN

GAS

LADEN AIR

HEAT OR

MOISTURE

12"

AFF

OG1 96/46/34 3/8"

FABRICATED W/3

HOT 2/COLD WELLS

OFF THE GRILL VC

OG3

1-DRAWER WARMER

(BUILT-IN)

HATCO

HDW-1BN

20/28/10 VC

OG11 FRYER - ELECTRIC

FRYMASTER OCF30ATOE

FPEL214-LCA

31/31/46 18"

AFF

VC 208/3 39A X X

6.9A120/1 12"

AFF16/36/40FRYMASTER

DUMP TABLE W/

HEAT LAMPOG5 VC

OG8 HOLDING BIN DUKE

FWM3-42 21X16X22

12"

AFF

120/1 13.3AVC

33A208/1

FLOOR

DRAIN

***BUILT INTO OG1 LOAD CTR***

* SEE NOTE BELOW

K50 TOASTER

TRH-60

HATCO

18/23/16

AFF

36"

VC 208/1 18.3A

FREEZER WORK TABLEOG9

TWT-48F

TRUE 115/1

AFF

12"

VC 6.6A483_

/301_

/333_

K44

BAG-IN-BOX

SHELVES 42/18/87 VVPROVIDED BY COKE

K45 LINE CONDUIT, 6"

CO2/SYRUP

CC

BUILT

IN

K35 POT & PAN RACK 48/24 VCMETRO PR48X3

22A

8KW208/312"

AFF36/30/3636x30 E

KEATINGOG13 GRIDDLE X XVC

PROVIDE DEDICATED CIRCUITSTUB

UP

R1 CASH REGISTER (2)

NCR

RealPOS 70xrt 12/141_

/141_

VV

K42 MOBILE SHELF 48/18/78EMU184878P580

CAMBRO

K43 DUNNAGE SHELF (3) 48/21/12DRS 480

CAMBRO

VC

VC

TS1 TRAY STAND FABRICATED SEE PLAN/24 VC ***SEE NOTE BELOW***

K23 HAND SINK 22/20/34 CC X X X

208/3 39A

12"

AFF

TRASH COMPACTORT1 25/24/49 VC 3A120/1

COMPACTION

TECHNOLOGIES

R42

CPMU183675V4

CAMBROSLIDING RACK STORAGE

SYSTEM (8)

36/18/75 VV

EQUIPMENT SPECIFICATIONS

ALTERNATE

ENERGY SOURCEPREFERRED ENERGY SOURCE PLUMBING VENTILATION ADDITIONAL

NOTES

VV = VCS PURCHASE AND INSTALL

VC = VCS PURCHASE AND VAMC CONSTRUCTION CONTRACTOR

INSTALL

CC = VAMC CONSTRUCTION CONTRACTOR PURCHASE AND INSTALL

* NOTE: FABRICATE COUNTER PIECES NO LONGER THAN 8'-0"

FOR EASE OF DELIVERY. IF SHOWN LARGER ABOVE, BREAK

INTO MULTIPLE PARTS.

DINING EQUIPMENT SCHEDULE

TOTAL NUMBER OF SEATS

FOUR SEAT, 36"x36" TABLE W/4 CHAIRS

48"X30" TABLE W/3 CHAIRS/HANDICAP

D8

D6A

NO. ITEM

36"x36"VC 5

SIZE

48"x30"VC

SUPPLIER/

INSTALLER

QUANTITY

# OF SEATS

ALL FREESTANDING TABLES ARE 30" AFF, MEETING HANDICAP REGULATIONS.

THOSE MARKED HANDICAP ARE 32" AFF TO SUPPORT TODAY'S LARGER

WHEELCHAIRS.

24"X27" TABLE W/2 CHAIRSD6 24"x27"VC 9 18

FOUR SEAT, 36"x36" TABLE W/3 CHAIRS/HANDICAPD8A VC 1 436"x36"

LEGEND

V V ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED & CONTRACTOR INSTALLED

AE103C

AE103C

DINING

FOOD PREP

PROJECT

NORTH

F O

R C

O N

T

IN

U A

T

IO

N

S E

E S

H E

E T

A E

.1

C

RETAIL SPACE

RECEIVING STOR

D6 D6A

D8A D8

D8 D8

D8 D8

D6

D6

D6

D6

D6

D6

D6

T1

J

J

T1C1TS1

K15

R42 R42 R42 R42

OG1

ES1

K18 K19 B10 B8AB9

K44

K45

ES13

K23

0G9

K50

0G8

0G5

0G11

0G11

0G13 K11 0G3

K43 K43

B13

B7 B1 B6 B6

52 53 54 57 60 63 68 70 74

B27

ELECTRICAL

ROOM

B30

B31

B29

B28

6' - 0" 14' - 3" 22' - 0" 27' - 2"

15' - 5" 31' - 6" 22' - 6"

10"

1' - 1"

2' - 4"

4' - 7"

7' - 5"

14' - 9"

A

WINDOW SCHEDULE

ADDITION C

MARK TYPE ROUGHT

OPENING

UNIT SIZE

(WxH)

FRAME

DEPTH

FRAME

WIDTH

FRAME

MATERIAL

FRAME

FINISH

HEAD HEIGHT

(AFF)

GLAZING

TYPE

REMARKS

A

EXT. FIXED

STOREFRONT

14'-9" x 3'-7" 14'-8" x 3'-6" 2" 4 1/2" ALUMINUM

ANODIZED

ALUMINUM

7'-2" DUAL GLAZED TEMP

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

02/25/2020

2/24/2020 3:26:00 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE103.2C

ARCHITECTURAL ENLARGED PLAN

EAST - RENOVATION C AND FOOD

SERVICE EQUIPMENT SCHEDULE

J.ROBERTS

612-502

D.DIMAT

1/4" = 1'-0"AE103.2C

1 RENOVATION C ENLARGED PLAN - EAST

.C

F .E

.C

C

GCG

CG

CG

CG

CG

F.E.C.

F .E

.C

F.E.C.

FRIDGE FREEZER

C O

L D

HOT

C O

L D

HOT

F.E.C.

F.E.C.

F.E.C.

F .E

.C

TOILET 1

19A101

TOILET 2

19A102

SUPPLY

19A100B

PREP

19A100A

SEATING

19A100

CORRIDOR

C19A

P-2

P-1 TYP

UNO

P-1 TYP

UNO

P-1 TYP

UNO

P-3

P-3

P-3

TYP OF (4)

TYP OF (3)

SLEEP ROOM 3

G115

SLEEP ROOM 4

G116

PRINT/COPY

C410A

TOILET 4

G116A

TOILET 2

G117A

CORRIDOR 4

C410

CONTROL ROOM

G114

TOILET 3

G115A

TOILET 1

G113A

SLEEP ROOM 1

G113

SLEEP ROOM 2

G117TOILET 2

G118

DIALYSIS

EQUIPMENT

G119

TOILET 1

G112

NEPHRO - LOGIST

G110

CORRIDOR 2

C409

CONFERENCE

OPEN OFFICE

G100

E L

E C

T R

IC

A

L

R O

O M

G

CONSULT

G107

CHIEF

G106

TELECOM

G105

SUPV

G104

SUPV

G103

SUPV

G102

UTILITY CLOSET

G111A

CORRIDOR 3

C408

CORRIDOR 1

C411

5' - 0"

4' - 0"

4' - 3"

P-4P-4

P-1 TYP

UNO

P-2

P-3

P-4P-4

P-3

P-1 TYP

UNO

P-4

P-3

P-4

P-1 TYP

UNO

P-2

TYP OF (6)

TYP OF (16)

TYP OF (4)

CONSULT

H200

CONFERENCE

H201

VAULT

H301

PREP AND

PACKAGING

H300

BREAKROOM

H302

DINING

H100

FOOD PREP

H103

RECEIVING STOR

H104

E L

E C

T R

IC

A

L

R O

O M

H A

P-1 TYP

UNO

P-1

TYP

UNO

P-1 TYP

UNO

P-1 TYP

UNO

P-2 P-3

P-3

P-3

P-3

P-4

P-3

P-2 P-3

TYP OF (13)

TYP OF (9)

GENERAL NOTES

1. THE FURNITURE PLAN SHOWS A GENERAL LAYOUT OF A VA

PROVIDED AND VA INSTALLED FURNITURE IN ORDER TO ASSIST

CONTRACTOR TO COORDINATE THE LOCATION OF POWER AND

DATA OULETS.

2. TYPICAL PAINT COLOR THROUGHOUT FOR WALLS AND CEILINGS IS

P=1.

3. SEE SPECIFICATION 09 06 00 FOR PAINT COLORS.

4. ACCENT WALL COLORS SHALL BE PAINTED THE FULL LENGTH OF

THE WALL INDICATED FROM CORNER TO CORNER.

SHEET NOTES

1 DESK AND CHAIRS - TYP

2 MODULAR WORKSTATION - TYP

3 CONFERENCE TABLE AND CHAIRS - TYP

4 BED, NIGHT TABLE, AND CHAIR - TYP

5 BAR STOOL - TYP

6 TABLE AND CHAIRS - TYP

7 ROUND TABLE AND - TYP

8 MODULAR SHELVES - TYP

P-1

PAINT LEGEND

TYPICAL IN FIELD, KELLY MOORE, PICKET

FENCE, KM46

ACCENT, KELLY MOORE, TIN MAN, KM942

ACCENT, BLUE AGAVE, KM4865-1

ACCENT, KELLY MOORE, ANGELIC EYES,

KM4976

P-2

P-3

P-4

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

A

C

B

BUILDING 19

BUILDING 20

02/25/2020

2/27/2020 10:21:09 AMC:\Users\ashrestha\Documents\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_anil.shrestha9MD6R.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE104

ARCHITECTURAL FURNITURE PLAN

J.ROBERTS

612-502

D.DIMAT

1/4" = 1'-0"AE104

1 ADDITION A FURNITURE PLAN PROJECT

NORTH

1/8" = 1'-0"AE104

2 ADDITION B FURNITURE PLAN PROJECT

NORTH

1/8" = 1'-0"AE104

3 RENOVATION C FURNITURE PLAN

PROJECT

NORTH

.C

JK

500 SF

SEATING

19A100

218 SF

PREP

19A100A

85 SF

SUPPLY

19A100B

56 SF

TOILET 2

19A102

56 SF

TOILET 1

19A101

62 SF

CORRIDOR

C19A

AE500A

12.9

AE500A

HL

AE503

AE503

LAY-IN RESIN PANEL

LENSES x 4 "LUMICOR"

WOODLAND DIGITAL 1/2"

THICK, OR VA APPROVED

EQUAL

GENERAL NOTES

1 BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS

AND/OR UTILITIES ABOVE CEILING, COORDINATE CEILING

SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID

CONFLICTS.

2 WHERE INTERFERENCE WITH CEILING SUPPORTS

CANNOT BE AVOIDED THE CONTRACTOR SHALL

PROVIDE AN ALTERNATE SUSPENSION SYSTEM IN

COMPLIANCE WITH APPLICABLE CODES AND STANDARDS

AT NO ADDITIONAL COST TO THE GOVERNMENT.

3 ACCESS PANEL (NOT ALL SHOWN) SHALL BE PROVIDED

FOR ALL EQUIPMENT ABOVE THE CEILING OR IN THE

WALLS INCLUDING BUT NOT LIMITED TO; ELECTRICAL

JUNCTION BOXES, MOTORS, VAV BOXES, VALVES,

DAMPERS AND SIMILAR EQUIPMENT. ACCESS PANELS

SHALL BE LOCATED WITHIN ONE FOOT OF EQUIPMENT.

NEW ACCESS PANELS SHALL BE 24” X 24” MINIMUM SIZE

(FIRE RATED WHERE APPLICABLE) AND SHALL BE

FABRICATED PER SPEC. SECTION 08 31 13.

4 THE CONTRACTOR SHALL COORDINATE WITH EACH

DISCIPLINE AND LOCATE ADDITIONAL ACCESS PANELS

FOR REVIEW AND APPROVAL BY THE VA PRIOR TO

INSTALLING THE CEILING.

5 TYPICAL CEILING HEIGHT: 8’- 0” A.F.F.

6 CORRIDOR AND AT CEILINGS: 9’- 0” A.F.F.

ACOUSTICAL TILE CEILING

LEGEND

ACOUSTICAL TILE CEILING WITH SPECIAL FINISH (SP)

GYPSUM BOARD CEILING/SOFFIT

RECESSED LIGHT FIXTURES 2x2

REGISTERS

RECESSED LIGHT FIXTURES 2x4

CEILING SURFACE-MOUNTED

SUSPENDED FROM CENTERED

LINEAR METAL CEILING

SHEET NOTES

EXPANSION JOINT COVER

EXPANSION JOINT

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

A

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:23 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE201A

ARCHITECTURAL REFLECTED

CEILING PLAN - ADDITION A

J.ROBERTS

612-502

D.DIMAT

1/4" = 1'-0"AE201A

1 ADDITION A REFLECTED CEILING PLAN PROJECT

NORTH

.E

.C

F.E.C.

1 2 3 4 6 7

C

E

F

G

CHIEF

G106

CONSULT

G107

ELECTRICAL

ROOM

G108

CORRIDOR 1

C411

TELECOM

G105

SUPV

G104

SUPV

G103

SUPV

G102

OPEN OFFICE

G100

CONFERENCE

G109

NEPHRO -

LOGIST

G110

CORRIDOR 3

C408

DIALYSIS

EQUIPMENT

G119

TOILET 2

G118

TOILET 1

G112

S T

E R

IL

E

E Q

U

IP

M E

N T

G

UTILITY

CLOSET

G111A

SLEEP ROOM

G113

SLEEP ROOM

G117

PRINT/COPY

C410A

CORRIDOR 4

C410

CONTROL

ROOM 1

G114

TOILET 1

G113A

TOILET 3

G115A

SLEEP ROOM

G115

SLEEP ROOM

G116

TOILET 4

G116A

TOILET 2

G117A

CONFERENCE

G109

CORRIDOR 2

C409

2.9

B

A

3.5 6.3 6.4

B.8

C.8

D

F.8

4.7 8.1 9 108 8.5

PROVIDE WALL TO CEILING

SEISMIC JOINT COVER

GENERAL NOTES

1. BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS

AND/OR UTILITIES ABOVE CEILING, COORDINATE CEILING

SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID

CONFLICTS.

2. WHERE INTERFERENCE WITH CEILING SUPPORTS

CANNOT BE AVOIDED THE CONTRACTOR SHALL PROVIDE

AN ALTERNATE SUSPENSION SYSTEM IN COMPLIANCE

WITH APPLICABLE CODES AND STANDARDS AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. ACCESS PANEL (NOT ALL SHOWN) SHALL BE PROVIDED

FOR ALL EQUIPMENT ABOVE THE CEILING OR IN THE

WALLS INCLUDING BUT NOT LIMITED TO; ELECTRICAL

JUNCTION BOXES, MOTORS, VAV BOXES, VALVES,

DAMPERS AND SIMILAR EQUIPMENT. ACCESS PANELS

SHALL BE LOCATED WITHIN ONE FOOT OF EQUIPMENT.

NEW ACCESS PANELS SHALL BE 24” X 24” MINIMUM SIZE

(FIRE RATED WHERE APPLICABLE) AND SHALL BE

FABRICATED PER SPEC. SECTION 08 31 13.

4. THE CONTRACTOR SHALL COORDINATE WITH EACH

DISCIPLINE AND LOCATE ADDITIONAL ACCESS PANELS

FOR REVIEW AND APPROVAL BY THE VA PRIOR TO

INSTALLING THE CEILING.

5. TYPICAL CEILING HEIGHT: 9’- 0” A.F.F.

6. CORRIDOR CEILINGS: 8’- 0” A.F.F.

ACOUSTICAL TILE CEILING

LEGEND

ACOUSTICAL TILE CEILING WITH SPECIAL FINISH (SP)

GYPSUM BOARD CEILING/SOFFIT

RECESSED LIGHT FIXTURES 2x2

REGISTERS

RECESSED LIGHT FIXTURES 2x4

CEILING SURFACE-MOUNTED

SUSPENDED FROM CENTERED

LINEAR METAL CEILING

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

B

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:25 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE201B

ARCHITECTURAL REFLECTED

CEILING PLAN - ADDITION B

J.ROBERTS

612-502

D.DIMAT

1/8" = 1'-0"AE201B

1 ADDITION B REFLECTED CEILING PLAN

PROJECT

NORTH

F.E.C.

F .E

.C

CONFERENCE

H201

CONSULT

H200

BREAKROOM

H302

VAULT

H301

AE103C

AE103C

FOOD PREP

H103

PREP AND

PACKAGING

H300

3029 32 33 37.1 38 40 41 42 44 48 50 52 53 54 57 60 63 68 70 7840.8 48.2 74

B27

B25

B21

B18

B23

ELECTRICAL

ROOM

H104A

RECEIVING

STOR

H104

B30

B31

B29

B28

B26

GENERAL NOTES

1. BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS

AND/OR UTILITIES ABOVE CEILING, COORDINATE

CEILING SUSPENSION SYSTEM SUPPORT LOCATIONS

TO AVOID CONFLICTS.

2. WHERE INTERFERENCE WITH CEILING SUPPORTS

CANNOT BE AVOIDED THE CONTRACTOR SHALL

PROVIDE AN ALTERNATE SUSPENSION SYSTEM IN

COMPLIANCE WITH APPLICABLE CODES AND

STANDARDS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. ACCESS PANEL (NOT ALL SHOWN) SHALL BE

PROVIDED FOR ALL EQUIPMENT ABOVE THE CEILING

OR IN THE WALLS INCLUDING BUT NOT LIMITED TO;

ELECTRICAL JUNCTION BOXES, MOTORS, VAV BOXES,

VALVES, DAMPERS AND SIMILAR EQUIPMENT. ACCESS

PANELS SHALL BE LOCATED WITHIN ONE FOOT OF

EQUIPMENT. NEW ACCESS PANELS SHALL BE 24” X 24”

MINIMUM SIZE (FIRE RATED WHERE APPLICABLE) AND

SHALL BE FABRICATED PER SPEC. SECTION 08 31 13.

4. THE CONTRACTOR SHALL COORDINATE WITH EACH

DISCIPLINE AND LOCATE ADDITIONAL ACCESS PANELS

FOR REVIEW AND APPROVAL BY THE VA PRIOR TO

INSTALLING THE CEILING.

5. TYPICAL CEILING HEIGHT: 8’- 0” A.F.F.

6. LINEAR METAL CEILINGS: 8’- 9” A.F.F.

ACOUSTICAL TILE CEILING

LEGEND

ACOUSTICAL TILE CEILING WITH SPECIAL FINISH (SP)

GYPSUM BOARD CEILING/SOFFIT

RECESSED LIGHT FIXTURES 2x2

REGISTERS

RECESSED LIGHT FIXTURES 2x4

CEILING SURFACE-MOUNTED

SUSPENDED FROM CENTERED

LINEAR METAL CEILING

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

C

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:28 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE201C

ARCHITECTURAL REFLECTED

CEILING PLAN - RENOVATION C

J.ROBERTS

612-502

D.DIMAT

1/8" = 1'-0"AE201C

1 RENOVATION C REFLECTED CEILING PLAN PROJECT

NORTH

RIDGE

V A

L L E

Y

V A

L L E

Y

R

ID

G E

SLOPE

1/4" PER FT TYP

MECH

UNIT

JK

7' - 8" 7' - 4" 7' - 8"

SLOPE

AE500A

12.9

AE500A

V A

L L E

Y V

A L L E

Y

HL

1/4" PER FT TYP

RIDGE

AE503

4' - 0"

10' - 0"

10' - 0"

1. CONTRACTOR SHALL FIELD VERIFY (E) DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. ALL ROOF OR WALL OPENINGS MADE DURING CONSTRUCTION

UNDER THIS CONTRACT SHALL NOT BE LEFT UNPROTECTED

FROM RAIN, MOISTURE, WIND, DUST AND ALL OUTSIDE

ELEMENTS.

3. CONTRACTOR SHALL PROVIDE A COMPLETE WATERTIGHT

EXTERIOR BUILDING ENVELOPE SYSTEM FREE OF AIR AND

WATER LEAKS.

4. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A

WATERTIGHT FACILITY USING THE MEANS AND METHODS

ESTABLISHED BY THE NATIONAL FENESTRATION RATING

COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S

ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S

ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES,

CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A

WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS

PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE

TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT

ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO

PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE

CONTRACTOR SHALL PERFORM WATER TESTS TO

DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING

OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS

OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. SEE SHEETS AE/503 FOR TYPICAL ROOFING DETAILS.

GENERAL NOTES

SHEET NOTES

1 PARAPET WITH COMPOSITE ALUM. COPING - TYP. U.O.N.

2 ROOF DRAIN AND OVERFLOW DRAIN TYP.

3 SINGLE-PLY TPO ROOFING

4 AHU

5 METAL LOUVER SHADE

6 WALKWAY PADS

7 METAL ROOF ACCESS LADDER

8 EXHAUST FAN

RIDGE

CRICKET

SLOPE DOWN 1/4" : 12"

WALKWAY PADS

LEGEND

R

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

A

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:30 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE300A

ARCHITECTURAL ROOF PLAN -

ADDITION A

J.ROBERTS

612-502

D.DIMAT

1/4" = 1'-0"AE300A

1 ADDITION A ROOF PLAN

PROJECT

NORTH

.E

.C

F.E.C.

N

N

N N

NN

N N

N N

1 2 3 4 6 7

C

E

F

G

AE500B

AE500B

4 3

5 7

2.9

B

A

3.5 6.3 6.4

B.8

C.8

D

F.8

4.7

AE503

AE503

8.1 9 10

6' - 0" 4' - 3" 20' - 7" 4' - 3" 24' - 4" 4' - 3" 23' - 9" 4' - 3" 24' - 4" 4' - 3" 22' - 11" 4' - 3" 6' - 0"

6' - 0" 4' - 3" 42' - 11" 1' - 5"

33' - 11"

1' - 5" 26' - 1" 4' - 3" 22' - 11" 4' - 3" 6' - 0"

136' - 11"

AE503

AE504

8 8.5

AE500.1B

AE500.1B

9 10

R

VV

R

VV

R

H

V

R

V

R

V

V

R

R

R

R

VV

R

V

V

V

V

R

V H

R

VV

R

VV

R

H

R

V

V

R

V

R

V

R

V

V

R

R

V

V

RR

V

V

R

V

V

H

V

V

V

V

R

V

V

V

V

V

V

V

V

V

V

V

V

R

R

5' - 2"

1' - 5"

1' - 4"

8' - 4"

1' - 4"

136' - 11"

1. CONTRACTOR SHALL FIELD VERIFY (E) DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. ALL ROOF OR WALL OPENINGS MADE DURING CONSTRUCTION

UNDER THIS CONTRACT SHALL NOT BE LEFT UNPROTECTED

FROM RAIN, MOISTURE, WIND, DUST AND ALL OUTSIDE

ELEMENTS.

3. CONTRACTOR SHALL PROVIDE A COMPLETE WATERTIGHT

EXTERIOR BUILDING ENVELOPE SYSTEM FREE OF AIR AND

WATER LEAKS.

4. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A

WATERTIGHT FACILITY USING THE MEANS AND METHODS

ESTABLISHED BY THE NATIONAL FENESTRATION RATING

COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S

ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S

ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES,

CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A

WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS

PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE

TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT

ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO

PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE

CONTRACTOR SHALL PERFORM WATER TESTS TO

DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING

OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS

OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. SEE SHEETS AE/503 FOR TYPICAL ROOFING DETAILS.

GENERAL NOTES

SHEET NOTES

PARAPET WITH ALUM. COPING - TYP. U.O.N.

ROOF DRAIN AND OVERFLOW DRAIN TYP.

SINGLE-PLY TPO ROOFING.

AHU.

STANDING SEAM METAL ROOF.

WALKWAY PADS.

GUTTER WITH DOWNSPOUT.

SLOPING PARAPET.

CUT BACK EXISTING ROOF TO ALLOW FOR INSTALLATION OF

SEISMIC JOINT COVER.

PROVIDE WALL TO ROOF SEISMIC JOINT COVER.

CRICKET

SLOPE DOWN 1/4" : 12"

WALKWAY PADS

ROOF HATCH

RIDGE

VALLEY

HIP

LEGEND

R

V

H

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

B

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:33 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE300B

ARCHITECTURAL ROOF PLAN -

ADDITION B

J.ROBERTS

612-502

D.DIMAT

1/8" = 1'-0"AE300B

1 ADDITION B ROOF PLAN PROJECT

NORTH

T.O.SLAB

0"

T.O. PARAPET

15' - 6"

T.O. ROOF PLAN

12' - 0"

CEILING LINE

8' - 0"

JK

HL

T.O.SLAB

0"

T.O. PARAPET

15' - 6"

T.O. ROOF PLAN

12' - 0"

CEILING LINE

8' - 0"

12.9

AE501

T.O.SLAB

0"

T.O. PARAPET

15' - 6"

T.O. ROOF PLAN

12' - 0"

CEILING LINE

8' - 0"

11 12

GRADE LINE

-6"

12.9

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

AE501

T.O.SLAB

0"

T.O. PARAPET

15' - 6"

T.O. ROOF PLAN

12' - 0"

CEILING LINE

8' - 0"

J K

H L

1. CONTRACTOR SHALL FIELD VERIFY (E) DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. ALL ROOF OR WALL OPENINGS MADE DURING CONSTRUCTION

UNDER THIS CONTRACT SHALL NOT BE LEFT UNPROTECTED

FROM RAIN, MOISTURE, WIND, DUST AND ALL OUTSIDE

ELEMENTS.

3. CONTRACTOR SHALL PROVIDE A COMPLETE WATERTIGHT

EXTERIOR BUILDING ENVELOPE SYSTEM FREE OF AIR AND

WATER LEAKS.

4. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A

WATERTIGHT FACILITY USING THE MEANS AND METHODS

ESTABLISHED BY THE NATIONAL FENESTRATION RATING

COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S

ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S

ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES,

CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A

WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS

PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE

TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT

ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO

PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE

CONTRACTOR SHALL PERFORM WATER TESTS TO

DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING

OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS

OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. SEE SHEETS AE/503 FOR TYPICAL ROOFING DETAILS.

GENERAL NOTES

SHEET NOTES

METAL PARAPET COPING

EXPANSION / CONTROL JOINT

ALUMINUM COMPOSITE PANEL, MATCH

ADJACENT BLDG 1 COLOR PATTERN

ALUMINUM WINDOWS

MECHANICAL UNIT

STORE FRONT DOOR UNIT

LOUVERED METAL OVERHANG " VESTIS

SYSTEMS" ALUMINIUM LOUVERED

SUNSHADE OR APPROVED VA EQUAL.

METAL ROOF ACCESS LADDER

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

A

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:37 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE400A

ARCHITECTURAL ELEVATIONS -

ADDITION A

J.ROBERTS

612-502

D.DIMAT

1/4" = 1'-0"AE400A

1 ADDITION A NORTHEST

1/4" = 1'-0"AE400A

2 ADDITION A NORTHWEST

1/4" = 1'-0"AE400A

3 ADDITION A SOUTHEST

1/4" = 1'-0"AE400A

4 ADDITION A SOUTHWEST

FIN FLOOR LINE B

123467

TOP OF PLATE B

11' - 0"

B.O. CEILING LINE

9' - 0"

T.O. DECK B

13' - 6"

T.O. PARAPET B

18' - 6"

2.93.56.36.4 4.78.1910 8

14' - 3"

18' - 3"

18' - 9" 18' - 7"

14' - 3"

8.5

FIN FLOOR LINE B

0"

C E F G

TOP OF PLATE B

11' - 0"

B.O. CEILING LINE

9' - 0"

T.O. DECK B

13' - 6"

T.O. PARAPET B

18' - 6"

BA B.8 C.8 D F.8

18' - 4"

FIN FLOOR LINE B

0"

CEFG

TOP OF PLATE B

11' - 0"

B.O. CEILING LINE

9' - 0"

T.O. DECK B

13' - 6"

T.O. PARAPET B

18' - 6"

1 2

B AB.8C.8DF.8

18' - 4"

1. CONTRACTOR SHALL FIELD VERIFY (E) DIMENSIONS AND

CONDITIONS BEFORE STARTING WORK.

2. ALL ROOF OR WALL OPENINGS MADE DURING CONSTRUCTION

UNDER THIS CONTRACT SHALL NOT BE LEFT UNPROTECTED

FROM RAIN, MOISTURE, WIND, DUST AND ALL OUTSIDE

ELEMENTS.

3. CONTRACTOR SHALL PROVIDE A COMPLETE WATERTIGHT

EXTERIOR BUILDING ENVELOPE SYSTEM FREE OF AIR AND

WATER LEAKS.

4. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A

WATERTIGHT FACILITY USING THE MEANS AND METHODS

ESTABLISHED BY THE NATIONAL FENESTRATION RATING

COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S

ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S

ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES,

CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A

WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS

PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE

TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT

ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO

PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE

CONTRACTOR SHALL PERFORM WATER TESTS TO

DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING

OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS

OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. SEE SHEETS AE/503 FOR TYPICAL ROOFING DETAILS.

GENERAL NOTES

SHEET NOTES

1 METAL ROOF

2 METAL COPING

3 ALUMINUM WINDOWS

4 ALUMINUM LOUVERS

5 MASONRY WAINSCOT

6 METAL DOOR

7 COMPOSITE WOOD FASCIA

8 CEMENT PLASTER SIDING

FIN FLOOR LINE B

0"

1 2 3 4 6 7

TOP OF PLATE B

11' - 0"

B.O. CEILING LINE

9' - 0"

T.O. DECK B

13' - 6"

T.O. PARAPET B

18' - 6"

2.9 3.5 6.3 6.44.7 8.1 9 10

14' - 3"

18' - 7"

17' - 11"

8.5

36' - 7"

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

PROJECT

NORTH

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

KEY PLAN

B

BUILDING 19

BUILDING 20

02/25/2020

2/24/2020 3:26:42 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

AE400B

ARCHITECTURAL ELEVATIONS -

ADDITION B

J.ROBERTS

612-502

D.DIMAT

1/8" = 1'-0"AE400B

1 ADDITION B NORTH ELEVATION

1/8" = 1'-0"AE400B

3 ADDITION B WEST ELEVATION

1/8" = 1'-0"AE400B

4 ADDITION B EAST ELEVATION

1/8" = 1'-0"AE400B

2 ADDITION B SOUTH ELEVATION

T.O.SLAB

T.O. PARAPET

15' - 6"

CEILING LINE

8' - 0"

JK

T.O. STEEL

11' - 6"

S O

F F

IT

C E

IL

IN

G

HL

T.O.SLAB

0"

T.O. PARAPET

15' - 6"

CEILING LINE

8' - 0"

11 12

T.O. STEEL

11' - 6"

12.9

14 10 11 12

AE503

AE504

SHEET NOTES

METAL COPING

PRE-FABRICATED FINISH PANEL

METAL STUD FRAMING

STRUCTURAL STEEL FRAME

ALUMINUM WINDOWS

CONCRETE FOUNDATION/SLAB

5/8" TYPE "X" GYP. BD.

SUSPENDED GYP. BD. SOFFIT

SUSPENDED…