580-18-118 Project Drawings - Dated 3-6-2020 - Part II.pdf

PDF 15 MB Posted Jul 21, 2020

Attached to: Y1DB--580-18-118 Pathology and Laboratory Renovation
Solicitation number: 36C25620R0113
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 28, 2023

This notice provides details for a federal construction contract opportunity for renovation of pathology and laboratory space at the Michael E. DeBakey VA Medical Center in Houston, Texas. The solicitation number is 36C25620R0113 and seeks a contractor to furnish all labor, materials, tools and equipment for demolition, structural, architectural, mechanical, electrical, plumbing, communications, fire protection and interior finishes work. The period of performance is 810 calendar days from notice to proceed. The estimated value is between $2-5 million. This opportunity is only available to service-disabled veteran-owned small businesses. At least 15% of labor costs must be spent on SDVOSB or veteran employees. The solicitation will be issued on July 21, 2020 as a request for proposals with a 90-day acceptance period. Offerors must register in various systems including SAM and ORCA prior to the due date. The assigned NAICS code is 236220 for commercial and institutional building construction with a size standard of $39.5 million.

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Other files

File	Type	Posted
36C25620R0113 0002.docx	DOCX document	Aug 24, 2020
28 13 00 Physical Access Control Specification.pdf	PDF	Aug 24, 2020
VAHPLB100_PHASE III_Delta 1 Drawings.pdf	PDF	Aug 18, 2020
580-18-118 Structural Sheets.pdf	PDF	Aug 18, 2020
Revised Proposal Submission Requirements 8-17-20.docx	DOCX document	Aug 18, 2020
36C25620R0113 0001.docx	DOCX document	Aug 18, 2020
087100r2 Door Hardware_08-07-2020.docx	DOCX document	Aug 18, 2020
580-18-118 Pneumatic Sheets.pdf	PDF	Aug 18, 2020
085113 Aluminum Windows.doc	DOC document	Aug 18, 2020
Egress Plan.pdf	PDF	Aug 18, 2020
580-18-118 Project Statement of Work.docx	DOCX document	Jul 21, 2020
36C25620R0113_1.docx	DOCX document	Jul 21, 2020
SF24 BID BOND.pdf	PDF	Jul 21, 2020
580-18-118 Project Drawings - Dated 3-6-2020 - Part III.pdf	PDF	Jul 21, 2020
Site Visit Instructions for Project 580-18-118.docx	DOCX document	Jul 21, 2020
DOL Wage Determinations TX20200253 02-14-2020.pdf	PDF	Jul 21, 2020
580-18-118 Project Specifications.pdf	PDF	Jul 21, 2020
580-18-118 Project Drawings - Dated 3-6-2020 - Part I.pdf	PDF	Jul 21, 2020

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STAIR

ST-13

ELEVATOR

P-13

ELEVATOR

P-16

UNOCCUPIED

MECHANICAL &

SERVICE

6"Ø

TU-50-11

ATU

(N)TU-50-13

ATU

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-24

TU-54-13

TU-54-12

TU-54-14

TU-54-20

TU-54-21

TU-54-15

TU-54-16

TU-54-11

TU-54-10

TU-54-7

TU-54-8

TU-54-4

TU-54-6

TU-54-5

(N)TU-50-12

TU-54-18

TU-54-19

10"Ø

6"Ø

8"Ø

16"Ø

6"Ø EXH

12"Ø

6"Ø

16/12

15"Ø DN

12"Ø DN

6"Ø

10"Ø

6"Ø

15"Ø

8"Ø

10"Ø

12"Ø

8"Ø

24/12

8"Ø

12"Ø

TU-54-22

18/14 20/1422/14

8"Ø

6"Ø

8"Ø

24"Ø

14"Ø

(N)TU-54-22

10"Ø

(N)TU-54-24

8"Ø

6"Ø

14"Ø

18"Ø

8"Ø

16"Ø

4 13

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e ITRACK 2B, 3A, 3B WORK 1/8" = 1'-0"

TAG

T3A-D

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

3.3A

2 T3A-S 1.3A

5 T3B-D -

4 T3B-S 1.3B

1 T2B-R 3.2B

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

DEMOLISH SUPPLY AND EXHAUST DUCTWORK FROM

TU-54-14 & TU-54-10 AT POINTS OF DISCONNECT.

PROVIDE NEW SUPPLY AND EXHAUST DUCTWORK FOR

TU-54-8 AT POINTS OF CONNECTION. INSTALL NEW

TU-54-24 WITH SUPPLY DUCTWORK TO SUPPLY AIR TO

TEMPORARY SWINGSPACE.

· BLOOD BANK: INSTALL (N) TU-54-22 AND SUPPLY

DUCTWORK AT POINTS OF CONNECTION TO SUPPLY AIR

TO SWINGSPACE & FINAL USE. PROVIDE NEW SUPPLY

DUCTWORK FROM TU-54-11. PROVIDE EXHAUST

DUCTWORK AT POINTS OF CONNECTION.

· 3A-121D: INSTALL (N)TU-50-12 AND PROVIDE NEW SUPPLY

AND EXHAUST DUCTWORK AT POINTS OF CONNECTION

TO PROVIDE AIR TO SWINGSPACE & FINAL USE.

· 3A-121B & 3A-121C: INSTALL (N)TU-50-13 AND PROVIDE

NEW SUPPLY AND EXHAUST DUCTWORK AT POINTS OF

CONNECTION TO PROVIDE AIR TO SWINGSPACE & FINAL

USE.

MECHANICAL TRACK 2A, 2B, 3A, 3B

AG JG

MH303i

3RD FLOOR INTERSTITIAL PLAN

· INSTALL NEW TU-50-12 TO EXISTING DUCTWORK AT

POINTS OF CONNECTION.

· PROVIDE NEW SUPPLY AND EXHAUST DUCTWORK FOR

TU-50-12 & -25 AT POINTS OF CONNECTION.

DEMOLISH SUPPLY AND EXHAUST DUCTWORK FROM

TU-54-18 & TU-54-22 AT POINTS OF DISCONNECT. DEMOLISH

AND REPLACE TU-54-18 & TU-54-22.

EXISTING DUCTWORK NOTES

1 63/32" Ø EXH 100-EF70

2 38/32" Ø EXH 100-EF70

3 50/32" Ø SA 100-AH54

4 16" Ø EXH 100-EF70A

5 44/20" Ø SA TO 100-AH50

6 38/32" Ø EXH 100-EF36

AutoCAD SHX Text

HEMATOLOGY

LAB

3A-120C

BREAK

ROOM

3A-117

ELECTRO

MICROSCOPY

3A-215

CORR

C3A-209A

BREAK

ROOM

3A-121B

BIOFRIDGE

3A-121D

EDUCATION

3A-118

BLOOD

BANK

LAB

3A-121

IRRADIATOR

3A-121A

STERILE

STORAGE

3A-119C

FUTURE

CYTOMETRY

3A-122A

FIRE

STAIR

ST-13

3A-110

CHEM/

HEMA

IMMED

RESP

LAB

14 13

TEMPORARY

SPECIAL CHEMISTRY

LAB

SUPERVISOR

C3A-103

BULK

STO.

3A-119D

WALK-IN

REFRIGERATOR

STORAGE

3A-119B

FREEZER

STO.

3A-119A

CORR.

C3A-102

COMPRESSOR

RM.

3A-119

SUP

D7-750

SUP

D7-950

SUP

SUPD5-500

SUP

D5-460

SUP

D5-460

SUP

D5-550

SUP

D2-110

E3-670

E4-1500

E4-1350

EXH

TU54-2

TU54-3

SUP L9-180

SUP

L9-180

SUP

L9-180

SUPL10-380

SUP L10-380

L9-180

SUP L10-360

SUPD3-210

SUP L10-360

SUP L9-180

SUP

L9-180

SUP L9-180

SUP

L10-360

SUP L10-360

UC-1

UC-2

UC-3

SD-15-08

175 CFM

TYP FOR 2

EG-27-22X10

300 CFM

TU50-13

EG26

SD15

EG26

SD15

TU54-25

TU50-12

EG26

SD15

EG26

50 CFM

SD-15-14"Ø

560 CFM

TYP FOR 5

EG-26-22

900 CFM

TYP FOR 3

SD-15-12"Ø

275 CFM

TYP FOR 2

EG-26-22

750 CFM

SD-15-08"Ø

150 CFM

EG-27-22x10

200 CFM

SD-15-06

125 CFM

EG-27-22X10

75 CFM

SD-15-06

100 CFM

TU-54-11

TU-54-7

240 CFM

SD-15-12"Ø

380 CFM

TYP FOR 5

EG-26-22

950 CFM

TYP FOR 2

120 CFM

SD-15-12"Ø

415 CFM

TYP FOR 6

EG-26-22

950 CFM

TYP FOR 3

SD-15-08"Ø

200 CFM

TYP FOR 4

SD-15-12"Ø

300 CFM

TYP FOR 2

50 CFM

EG-26-18

550 CFM

SD-15-10

250 CFM

TU50-25

SD-15-08"Ø

200 CFM

TU54-14

TU54-22

TU50-11

TU50-12

TU54-27

TU54-10

SD-15-10

250 CFM

EG-26-12

250 CFM

EG-28-6

80 CFM

EG-26-12

180 CFM

SD-15-10"Ø

240 CFM

EG-28-6

80 CFM

SD-40-06

50 CFM

TU54-8

TU54-24

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e I

----- CONSTRUCTION ZONE

----- TEMPORARY ZONE

----- RENOVATED ZONE

TRACK 3A, 3B, 4A WORK

1/8" = 1'-0"1

TAG

T3A-R

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

4.3A

4 T4A-D 3.4A

2 T3B-R 4.3B

3 T4A-S 1.4A, 2.4A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

DEMOLISH SUPPLY DIFFUSERS AND EXHAUST GRILLES

SERVING (E) HEMA LAB. DEMO AND/OR RELOCATE WALL

THERMOSTATS.

PROVDE TEMP SUPPLY DIFFUSERS & EXHAUST

GRILLES IN TEMP SPEC CHEM LAB ACCORDING TO

BALANCE TABLE.

PROVIDE NEW SUPPLY AND EXHAUST DIFFUSERS AND GRILLES

FOR (N) HEMA LAB. PROVIDE AND CONNECT NEW DUCTWORK

BELOW 3RD FLOOR INTERSTITIAL SPACE. PROVIDE

THERMOSTATS AND CONNECT TO (E)TU-54-7,-10 & (N)TU-54-27.

PROVIDE NEW SUPPLY AND EXHAUST DIFFUSERS AND

GRILLES FOR 3A-121, 3A-119C, 3A-122A & 3A-121A. PROVIDE

AND CONNECT NEW DUCTWORK BELOW 3RD FLOOR

INTERSTITIAL SPACE. PROVIDE THERMOSTAT AND CONNECT

TO (N)TU-54-25.

MECHANICAL TRACK 3A, 3B, 4A

AG JG

MH403

PLAN

AutoCAD SHX Text T

AutoCAD SHX Text

STAIR

ST-13

ELEVATOR

P-13

ELEVATOR

P-16

UNOCCUPIED

MECHANICAL &

SERVICE

9"Ø

12"Ø

8"Ø

24/12

32/12

18/12 SA

10"Ø

14"Ø

TU-50-11

ATU

TU-50-13

ATU

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-24

TU-54-13

TU-54-12

TU-54-14

TU-54-20

TU-54-21

TU-54-15

TU-54-16

TU-54-11

TU-54-10

TU-54-7

TU-54-8

TU-54-4

TU-54-6

TU-54-5

TU-50-12

(N)TU-54-18

TU-54-19

18"Ø

10"Ø

8"Ø

10"Ø

8"Ø

10"Ø

6"Ø

16"Ø

6"Ø EXH

12"Ø

6"Ø

10"Ø

6"Ø

8"Ø

22x22

(N)TU-54-25

(N)ATU-54-27

14"Ø

12"Ø

10"Ø

14"Ø

20"Ø

10"Ø

24"Ø

14"Ø

(N)TU-54-22

16"Ø

4 13

TU-54-24

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e ITRACK 3A, 2B, 4A WORK 1/8" = 1'-0"

TAG

T3A-R

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

4.3A

4 T4A-D 3.4A

2 T3B-R 4.3B

3 T4A-S 1.4A, 2.4A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

DEMOLISH SUPPLY AND EXHAUST DUCTWORK FROM

TU-54-9, -24, -23, -3, & -2 AT POINTS OF DISCONNECT.

DEMOLISH AND REPLACE TU-54-9 AT POINTS OF

DISCONNECT. DEMOLISH TU-54-24.

SUPPLY AND EXHAUST DUCTWORK PROVIDED IN

TRACK 3A-S TO REMAIN FOR TEMP SPECL CHEM

SWINGSPACE.

PROVIDE NEW SUPPLY AND EXHAUST DUCTWORK FOR

TU-54-10, -7, & -14 AT POINTS OF CONNECTION. INSTALL (N)

TU-54-27 WITH SUPPLY DUCTWORK TO MAIN SUPPLY DUCT AT

POINT OF CONNECTION. INSTALL (N)TU-54-18 WITH SUPPLY

DUCTWORK AT POINT OF CONNECTION.

PROVIDE EXHAUST DUCTWORK AND INSTALL (N) TU-54-25

WITH SUPPLY DUCTWORK AT POINTS OF CONNECTION TO

SERVE IRRADIATOR ROOM. PROVIDE EXHAUST DUCTWORK

AND SUPPLY DUCTWORK FROM (N) TU-54-22 AT POINTS OF

CONNECTION.

MECHANICAL TRACK 3A, 3B, 4A

AG JG

MH403i

3RD FLOOR INTERSTITIAL PLAN

EXISTING DUCTWORK NOTES

1 63/32" Ø EXH 100-EF70

2 38/32" Ø EXH 100-EF70

3 50/32" Ø SA 100-AH54

4 16" Ø EXH 100-EF70A

5 44/20" Ø SA TO 100-AH50

6 38/32" Ø EXH 100-EF36

AutoCAD SHX Text

BREAK

ROOM

3A-117

STERILE

STORAGE

3A-119C

FUTURE

CYTOMETRY

3A-122A

SUPERVISOR

SPECIAL

CHEMISTRY

3A-120K

SUPERVISOR

IN-PATIENT

3A-120L

14 13

SPECIAL

CHEMISTRY

LAB

3A-120

HEMATOLOGY

LAB

3A-120C

BREAK

ROOM

3A-117

ELECTRO

MICROSCOPY

3A-215

BREAK

ROOM

3A-121B

BIOFRIDGE

3A-121D

EDUCATION

3A-118

BLOOD

BANK

LAB

3A-121

IRRADIATOR

3A-121A

STERILE

STORAGE

3A-119C

FUTURE

CYTOMETRY

3A-122A

CHEM/

HEMA

IMMED

RESP

LAB

SUPERVISOR

C3A-103

BULK

STO.

3A-119D

WALK-IN

REFRIGERATOR

STORAGE

3A-119B

FREEZER

STO.

3A-119A

CORR.

C3A-102

COMPRESSOR

RM.

3A-119

CORR

C3A-209A

SD-15-08"Ø

200 CFM

TYP FOR 2

CD-30-10"Ø

320 CFM

TYP FOR 5

EG-26-18

680 CFM

TYP FOR 3

CD-30-10"Ø

320 CFM

SD-15-08"Ø

190 CFM

TYP FOR 2

EG-26-14

680 CFM

TYP FOR 2

CD-30-10"Ø

320 CFM

TYP FOR 3

CD-30-10"Ø

320 CFM

TYP FOR 3

SD-15-08"Ø

200 CFM

TYP FOR 5

EG-26-18

500 CFM

TYP FOR 6

SD-15-08"Ø

200 CFM

SD-15-08"Ø

200 CFM

EG-27-22x10

160 CFM

EG-27-22x10

160 CFM

100-H69

SD-15-10

250 CFM

EG-26-12

250 CFM

EG-28-6

80 CFM

EG-26-12

180 CFM

SD-15-10"Ø

240 CFM

EG-28-6

80 CFM

SD-40-06

50 CFM

TU54-22

TU50-12

50 CFM

TU50-25

TU54-8

TU54-24

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e I

----- CONSTRUCTION ZONE

----- TEMPORARY ZONE

----- RENOVATED ZONE

TRACK 4A, 5A WORK

1/8" = 1'-0"1

TAG

T4A-R

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

4.4A

2 T5A-S 2.5A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

PROVIDE NEW SUPPLY AND EXHAUST DIFFUSERS AND GRILLES

FOR 3A-120K, 3A-120L & 3A-120B. PROVIDE AND CONNECT NEW

DUCTWORK BELOW 3RD FLOOR INTERSTITIAL SPACE. PROVIDE

THERMOSTATS AND CONNECT TO (E)TU-54-2, -3 & (N)TU-54-9.

PROVDE TEMP SUPPLY DIFFUSERS & EXHAUST

GRILLES IN TEMP WORK AREA ACCORDING TO

BALANCE TABLE.

MECHANICAL TRACK 4A, 5A

AG JG

MH503-A

3RD FLOOR PLAN

AutoCAD SHX Text T

AutoCAD SHX Text

14 13

SPECIAL

CHEMISTRY

LAB

3A-120

HEMATOLOGY

LAB

3A-120C

BREAK

ROOM

3A-117

ELECTRO

MICROSCOPY

3A-215

BREAK

ROOM

3A-121B

BIOFRIDGE

3A-121D

EDUCATION

3A-118

BLOOD

BANK

LAB

3A-121

IRRADIATOR

3A-121A

STERILE

STORAGE

3A-119C

FUTURE

CYTOMETRY

3A-122A

CHEM/

HEMA

IMMED

RESP

LAB

SUPERVISOR

C3A-103

BULK

STO.

3A-119D

WALK-IN

REFRIGERATOR

STORAGE

3A-119B

FREEZER

STO.

3A-119A

CORR.

C3A-102

COMPRESSOR

RM.

3A-119

SPECIMEN

COLLECTION

WAITING

3A-115

TOILET

3A-115B

SPECIMEN

COLLECTION

3A-115A

TOILET

3A-115C

CORR

C3A-209A

TU54-22

TU50-12

50 CFM

TU50-25

E4-1500EXH

SUP

D7-750

E4-1500

EXH

SD-15-10

250 CFM

EG-26-12

250 CFM

EG-28-6

80 CFM

EG-26-12

180 CFM

SD-15-10"Ø

240 CFM

EG-28-6

80 CFM

SD-40-06

50 CFM

TU54-8

TU54-24

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e I

----- CONSTRUCTION ZONE

----- TEMPORARY ZONE

----- RENOVATED ZONE

TRACK 4A, 5A WORK

1/8" = 1'-0"1

TAG TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

1 T5A-R 3.5A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

SUPPLY DIFFUSERS & EXHAUST GRILLES IN TEMP

WORK AREA TO REMAIN FOR FINAL USE. BALANCE TO

AIRFLOWS SHOWN ON PLAN.

MECHANICAL TRACK 5A, 5B

AG JG

MH503-B

3RD FLOOR PLAN

2 T5B-D 1.5B DEMOLISH SUPPLY DIFFUSERS & EXHAUST GRILLES IN

WORK AREA. DISCONNECT TU-54-24 THERMOSTAT, IT WILL

BE RELOCATED IN FUTURE TRACK, SEE SHEET MH703-A.

AutoCAD SHX Text T

AutoCAD SHX Text

STAIR

ST-13

ELEVATOR

P-13

ELEVATOR

P-16

UNOCCUPIED

MECHANICAL &

SERVICE

10"Ø

6"Ø

8"Ø

16"Ø

6"Ø EXH

12"Ø

6"Ø

TU-50-11

ATU

TU-50-13

ATU

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-13

TU-54-12

TU-54-14

TU-54-20

TU-54-21

TU-54-15

TU-54-16

TU-54-11

TU-54-10

TU-54-7

TU-54-8

TU-54-4

TU-54-6

TU-54-5

TU-50-12

TU-54-18

TU-54-19

12"Ø

8"Ø

22"Ø

14"Ø

12"Ø

10"Ø

12"Ø

10"Ø

14"Ø

24"Ø

22"Ø

16"Ø

18"Ø

14"Ø

4 13

10"Ø

12"Ø

16"Ø

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e ITRACK 4A, 5A WORK 1/8" = 1'-0"

TAG

T4A-R

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

4.4A

2 T5A-S 2.5A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

INSTALL (N) TU-54-9 AT POINTS OF CONNECTION. PROVIDE

NEW SUPPLY AND EXHAUST DUCTWORK FROM (N)TU-54-9, -23,

-3, & -2 AT POINTS OF CONNECTION.

MECHANICAL TRACK 4A, 5A

AG JG

MH503i-A

3RD FLOOR INTERSTITIAL PLAN

DEMOLISH SUPPLY DUCTWORK FROM TU-54-24 AT

POINTS OF DISCONNECT.

EXISTING DUCTWORK NOTES

1 63/32" Ø EXH 100-EF70

2 38/32" Ø EXH 100-EF70

3 50/32" Ø SA 100-AH54

4 16" Ø EXH 100-EF70A

5 44/20" Ø SA TO 100-AH50

6 38/32" Ø EXH 100-EF36

AutoCAD SHX Text

15"Ø

DN.

STAIR

ST-13

ELEVATOR

P-13

ELEVATOR

P-16

UNOCCUPIED

MECHANICAL &

SERVICE

10"Ø

6"Ø

8"Ø

16"Ø

6"Ø EXH

12"Ø

6"Ø

TU-50-11

ATU

TU-50-13

ATU

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-13

TU-54-12

TU-54-14

TU-54-20

TU-54-21

TU-54-15

TU-54-16

TU-54-11

TU-54-10

TU-54-7

TU-54-8

TU-54-4

TU-54-6

TU-54-5

TU-50-12

TU-54-18

TU-54-19

4 13

10"Ø

12"Ø

16"Ø

14"Ø

16"Ø

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e ITRACK 4A, 5A WORK 1/8" = 1'-0"

TAG

T4A-R

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

4.4A

2 T5A-S 2.5A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

NO NEW WORK NEEDED.

3 T5B-D 1.5B

MECHANICAL TRACK 4A, 5A

AG JG

MH503i-B

3RD FLOOR INTERSTITIAL PLAN

PROVIDE NEW SUPPLY DUCTWORK FROM TU-54-1 AT

POINTS OF CONNECTION.

DEMOLISH SUPPLY DUCT FROM TU-54-24 & TU-54-1 AT POINTS

OF DISCONNECT. DEMOLISH EXHAUST DUCTWORK AT POINTS

OF DISCONNECT.

EXISTING DUCTWORK NOTES

1 63/32" Ø EXH 100-EF70

2 38/32" Ø EXH 100-EF70

3 50/32" Ø SA 100-AH54

4 16" Ø EXH 100-EF70A

5 44/20" Ø SA TO 100-AH50

6 38/32" Ø EXH 100-EF36

AutoCAD SHX Text

BLOOD

BANK

LAB

3A-121

IRRADIATOR

3A-121A

BREAK

ROOM

3A-117

ELECTRO

MICROSCOPY

3A-215

REAK

ROOM

3A-121B

BULK

STORAGE

3A-119D

WALK-IN

REFRIGERATOR

3A-119B

FREEZER

3A-119A

COMPRESSOR

3A-119

STERILE

STORAGE

3A-119C

FUTURE

CYTOMETRY

3A-122A

HEMATOLOGY

3A-120C

SPECIAL

CHEMISTRY

LAB

3A-120

SUPERVISOR

3A-121B

BIOFRIDGE

3A-121D

EDUCATION

3A-118

CHEMISTRY

LAB

3A-120B

SUPERVISOR

SPECIAL

CHEMISTRY

3A-120K

SUPERVISOR

IN-PATIENT

3A-120L

14 13

SPECIMEN

COLLECTION

WAITING

3A-115

TOILET

3A-115B

SPECIMEN

COLLECTION

3A-115A

TOILET

3A-115C

CORR

C3A-209A

TU54-22

TU50-12

50 CFM

TU50-25

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D6-525

SUP

D6-525

SUP

D6-525

SUP

D6-525

SUP

L8-300

SUP L7-300

SUP L8-320

E2-260

E2-240

EXH

E4-1500

EXH

TU-54-6

TU-54-5

100-H71

TEMP

SUP

500 CFM

TEMP

SUP

500 CFM

TEMP

EXH

500 CFM

TEMP

EXH

500 CFM

14"

SD-15-12"Ø

300 CFM

EG-26-18

460 CFM

SD-15-12"Ø

300 CFM

EG-26-18

460 CFM

TU54-8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e I

----- CONSTRUCTION ZONE

----- TEMPORARY ZONE

----- RENOVATED ZONE

TRACK 6A, 7A WORK

1/8" = 1'-0"1

TAG

T6A-D

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

2.6A

3 T7A-D 2.7A

1 T5B-R 1.6A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

PROVIDE NEW SUPPLY DIFFUSERS & EXHAUST

GRILLES. PROVIDE AND CONNECT NEW DUCTWORK

BELOW 3RD FLOOR INTERSTITIAL SPACE.

DEMOLISH SUPPLY DIFFUSERS AND EXHAUST GRILLES

SERVING 3A-120B. DEMO AND/OR RELOCATE WALL

THERMOSTATS.

DEMOLISH SUPPLY DIFFUSERS AND EXHAUST GRILLES

SERVING 3A-120C, 3A-120D & 3A-120E. DEMO AND/OR

RELOCATE WALL THERMOSTATS.

MECHANICAL TRACK 6A, 7A

AG JG

MH603

3RD FLOOR PLAN

AutoCAD SHX Text T

AutoCAD SHX Text

3A-120C

CHEMISTRY

LAB

3A-120B

14 13

TOILET

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D7-750

SUP

D6-525

SUP

D6-525

SUP

D6-525

SUP

D6-525

SUP

L8-300

SUP L7-300

SUP L8-320

E2-260

E2-240

EXH

E4-1500

EXH

TU-54-6

TU-54-5

100-H71

TEMP

SUP

500 CFM

TEMP

SUP

500 CFM

TEMP

EXH

500 CFM

TEMP

EXH

500 CFM

14"

SD-15-12"Ø

300 CFM

EG-26-18

460 CFM

SD-15-12"Ø

300 CFM

EG-26-18

460 CFM

TU54-8

UNOCCUPIED

MECHANICAL &

SERVICE

12"Ø

10"Ø

12"Ø

10"Ø

14"Ø

24"Ø

16"Ø

18"Ø

14"Ø

10"Ø

14"Ø

20"Ø

10"Ø

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-11

TU-54-10

TU-54-7

TU-54-8

TU-54-4

TU-54-6

TU-54-5

14"Ø DN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e I

----- CONSTRUCTION ZONE

----- TEMPORARY ZONE

----- RENOVATED ZONE

GENERAL NOTES

KEY NOTES

MECHANICAL TRACK 6A, 7A CONT

AG JG

MH603-A

3RD FLOOR PLAN

PROVIDE TEMPORARY SUPPLY DUCT FROM TU-54-5 DOWN THROUGH INTERSTITIAL SPACE. TO BE REMOVED

AND CAPPED AFTER NEW SUPPLY DUCT INSTALLED.

PROVIDE TEMPORARY SUPPLY DUCT AND DIFFUSER THRU TEMPORARY BARRIER TO SUPPLY AIR

TO GEN CHEM AREA. TO BE REMOVED AFTER TRACK 6A RENOVATION WORK

PROVIDE TEMPORARY EXHAUST GRILLE THRU TEMPORARY BARRIER TO EXHAUST AIR

FROM GEN CHEM AREA. TO BE REMOVED AFTER TRACK 6A RENOVATION WORK.

CONTRACTOR TO PROVIDE TEMPORARY ENCLOSURE FOR GENERAL CHEM AREA.

TRACK 6A TEMP 3RD FLOOR

1/8" = 1'-0"1

TRACK 6A TEMP 3RD FLOOR INTERSTITIAL

1/8" = 1'-0"1

5 DEMOLISH TU-54-5 AT POINTS OF DISCONNECT. REPLACE TO (N)TU-54-5 BEFORE START OF

TEMPORARY WORK FOR THIS AREA.

AutoCAD SHX Text T

AutoCAD SHX Text

STAIR

ST-13

ELEVATOR

P-13

ELEVATOR

P-16

UNOCCUPIED

MECHANICAL &

SERVICE

12"Ø

16"Ø

6"Ø EXH

12"Ø

6"Ø

10"Ø

6"Ø

8"Ø

TU-50-11

ATU

TU-50-13

ATU

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-13

TU-54-12

TU-54-14

TU-54-20

TU-54-21

TU-54-15

TU-54-16

TU-54-11

TU-54-10

TU-54-7

TU-54-8

TU-54-4

TU-54-6

TU-54-5

TU-50-12

TU-54-18

TU-54-19

15"Ø

14"Ø

16/12

10"Ø

6"Ø

(N)TU-54-10

14"Ø

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e ITRACK 6A, 7A WORK 1/8" = 1'-0"

TAG

T6A-D

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

2.6A

3 T7A-D 2.7A

1 T6A-S 1.6A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

DEMOLISH SUPPLY AND EXHAUST DUCTWORK FROM

TU-54-1 & -4 AT POINTS OF DISCONNECT. DEMOLISH AND

REPLACE TU-54-4 AT POINTS OF DISCONNECT.

MECHANICAL TRACK 6A, 7A

AG JG

MH603i

3RD FLOOR INTERSTITIAL PLAN

SUPPLY AND EXHAUST DUCTWORK PROVIDED IN

TRACK 3A-S TO REMAIN FOR GENERAL CHEM

SWINGSPACE.

DEMOLISH SUPPLY AND EXHAUST DUCTWORK FROM

TU-54-5 & -6 AT POINTS OF DISCONNECT. DEMOLISH AND

REPLACE TU-54-5 AT POINTS OF DISCONNECT.

EXISTING DUCTWORK NOTES

1 63/32" Ø EXH 100-EF70

2 38/32" Ø EXH 100-EF70

3 50/32" Ø SA 100-AH54

4 16" Ø EXH 100-EF70A

5 44/20" Ø SA TO 100-AH50

6 38/32" Ø EXH 100-EF36

AutoCAD SHX Text

SUPERVISOR

3A-120E

TOILET

3A-115C

CHEMISTRY

SUPERVISOR

3A-120F

LAB

ASSISTANT

MANAGER

3A-120I

LAB

MANAGER

3A-120H

STAFF

PHYSICIAN

3A-120D

HEMATOLOGY

3A-120C

SPECIAL

CHEMISTRY

LAB

3A-120

CHEMISTRY

LAB

3A-120B

SUPERVISOR

SPECIAL

CHEMISTRY

3A-120K

SUPERVISOR

IN-PATIENT

3A-120L

14 13

ELECTRO

MICROSCOPY

3A-215

BREAK

ROOM

3A-121B

BIOFRIDGE

3A-121D

EDUCATION

3A-118

BLOOD

BANK

LAB

3A-121

IRRADIATOR

3A-121A

STERILE

STORAGE

3A-119C

FUTURE

CYTOMETRY

3A-122A

SUPERVISOR

C3A-103

BULK

STO.

3A-119D

WALK-IN

REFRIGERATOR

STORAGE

3A-119B

FREEZER

STO.

3A-119A

CORR.

C3A-102

COMPRESSOR

RM.

3A-119

SPECIMEN

COLLECTION

WAITING

3A-115

TOILET

3A-115B

SPECIMEN

COLLECTION

3A-115A

BREAK

ROOM

3A-117

CORR

C3A-209A

TU50-25

TU50-13

TU54-22

TU50-12

50 CFM

SD-15-14"Ø

620 CFM

TYP FOR 4

EG-26-22

875 CFM

TYP FOR 3

SD-15-12"Ø

355 CFM

TYP FOR 7

EG-26-22

830 CFM

TYP FOR 3

SD-15-12"Ø

300 CFM

TYP FOR 4

EG-26-18

460 CFM

TYP FOR 2

SD-15-12"Ø

300 CFM

SD-15-12"Ø

300 CFM

EG-27-22x10

250 CFM

EG-27-22x10

250 CFM

EG-27-22x10

400 CFM

SD-15-12"Ø

300 CFM

SD-15-12"Ø

300 CFM

SD-15-12"Ø

300 CFM

EG-27-22x10

255 CFM

EG-27-22x10

260 CFM

SD-15-12"Ø

300 CFM

EG-27-22x10

260 CFM

SD-15-10

250 CFM

EG-26-12

250 CFM

EG-28-6

80 CFM

EG-26-12

180 CFM

SD-15-10"Ø

240 CFM

EG-28-6

80 CFM

SD-40-06

50 CFM

SD-40-06

50 CFM

TU-54-26

TU-54-6

TU-54-8

TU54-14

TU50-11

TU54-22

TU-54-7

TU54-27

TU54-10

TU54-9

TU54-3

TU54-2

TU54-1

TU54-5

TU54-4

TU54-26

TU54-6

TU54-8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e I

----- CONSTRUCTION ZONE

----- TEMPORARY ZONE

----- RENOVATED ZONE

FINAL WORK

1/8" = 1'-0"1

TAG

T6A-R

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

2.6A

2 T7A-R 3.7A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

PROVIDE NEW SUPPLY AND EXHAUST DIFFUSERS AND

GRILLES FOR 3A-120B. PROVIDE AND CONNECT NEW

DUCTWORK BELOW 3RD FLOOR INTERSTITIAL SPACE.

PROVIDE THERMOSTATS AND CONNECT TO (E)TU-54-1, -4, & -5.

PROVIDE NEW SUPPLY AND EXHAUST DIFFUSERS AND

GRILLES FOR 3A-120I, 3A-120H, 3A-120F, 3A-120E, 3A-120D.

PROVIDE AND CONNECT NEW DUCTWORK BELOW 3RD FLOOR

INTERSTITIAL SPACE. PROVIDE THERMOSTATS AND CONNECT

TO (E)TU-54-6 & (N)TU-54-26.

MECHANICAL FINAL TRACK 6A, 7A

AG JG

MH703

3RD FLOOR PLAN

AutoCAD SHX Text T

AutoCAD SHX Text

TOILET

3A-115C

SPECIAL

CHEMISTRY

LAB

3A-120

CHEMISTRY

LAB

3A-120B

SUPERVISOR

SPECIAL

CHEMISTRY

3A-120K

SUPERVISOR

IN-PATIENT

3A-120L

BULK

STO.

3A-119D

SPECIMEN

COLLECTION

WAITING

3A-115

TOILET

3A-115B

SPECIMEN

COLLECTION

3A-115A

BREAK

ROOM

3A-117

EG-26-10

290 CFM

(E)SUP

D3-170

(E)SUP

D3-170

(E)SUP

D3-130

75CFM

2 2

TOILET'S NEW

THERMOSTAT AND

CONDUIT FOR THE NEW

BOX TU-54-24

TU-54-7

TU54-9

TU54-3

TU54-2

TU54-1

TU54-5

TU54-4

TU54-24

STAIR

ST-13

ELEVATOR

P-13

ELEVATOR

P-16

10"Ø

8"Ø

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-13

TU-54-12

TU-54-7

TU-54-8

16"Ø

9"Ø

(N)TU-54-24

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e I

----- CONSTRUCTION ZONE

----- TEMPORARY ZONE

----- RENOVATED ZONE

TRACK 6A, 7A 3RD FLOOR PLAN

1/8" = 1'-0"2

GENERAL NOTES

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

6. REBALANCE NEW EXHAUST GRILLES AND SUPPLY DIFFUSERS TO AIRFLOW AS SHOWN ON DRAWING.

DEMOLITION:

1. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR SHALL FIELD SURVEY THE EXISTING CONDITIONS PRIOR TO STARTING ANY WORK.

3. DURING DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED FINAL RENOVATED

CONDITIONS OF THE BUILDING AND THE REASON OF DEMOLITION WORK IS BEING DONE.

4. THE CONTRACTOR SHALL RESTORE TO ITS EXISTING CONDITION ANY EXISTING WORK DAMAGED DURING

DEMOLITION INDICATED "EXISTING TO REMAIN" ON THE DRAWINGS.

5. THE CONTRACTOR SHALL TURN OVER ALL DEMOLISHED EQUIPMENT AND MATERIALS, OR DISPOSE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL INCLUDE ANY DISPOSAL FEE AS REQUIRED AS PART OF BASE BID.

6. WHEN EXISTING INTERSTITIAL SPACE FLOOR SLAB OPENING FOR DEMOLISHED DUCTWORK WILL NOT BE RE-USED, THEN PATCH OPENING WITH METAL DECK TO MATCH EXISTING. PROVIDE UL APPROVED FIREPROOFING FOR

THE PATCHED SLAB AND STRUCTURAL SUPPORT TO MATCH EXISTING.

7. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE

SAFETY ORDINANCES PRIOR TO START OF DEMOLITION. REMOVE WHEN NO LONGER NEEDED.

8. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

9. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF 2 HOUR RESPONSE TIME FOR ANY

OUTAGES.

MECHANICAL FINAL TRACK 6A, 7A

AG JG

MH703-A

3RD FLOOR PLAN CONT

TRACK 6A,7A 3RD FLOOR INTERSTITIAL PLAN

1/8" = 1'-0"1

KEY NOTES

1 PROVIDE NEW SUPPLY DUCTWORK CONNECTION FROM (N)TU-54-24 TO EXISTING SUPPLY DUCTWORK SERVING MEN/WOMEN'S RESTROOMS. CONTRACTOR TO COORDINATE DOWNTIME WITH VA SO AS TO

REROUTE GUESTS TO OTHER BATHROOMS DURING CONSTRUCTION.

2 RE-BALANCE SUPPLY DIFFUSERS IN MEN/WOMEN RESTROOMS TO 225 CFM EACH.

3 RE-BALANCE EXHAUST GRILLES IN MEN/WOMEN RESTROOMS TO 300 CFM EACH.

4 RE-BALANCE SUPPLY DIFFUSER IN CORRIDOR TO 150 CFM.

5 INSTALL NEW THERMOSTAT IN WOMEN'S BATHROOM, RUN NEW WIRE AND CONDUIT TO (N) TU-54-24.

AutoCAD SHX Text T

AutoCAD SHX Text

STAIR

ST-13

ELEVATOR

P-13

ELEVATOR

P-16

UNOCCUPIED

MECHANICAL &

SERVICE

10"Ø

6"Ø

8"Ø

TU-50-11

ATU

TU-50-13

ATU

TU-54-1

TU-54-2

TU-54-3

TU-54-9

TU-54-23

TU-54-13

TU-54-12

TU-54-14

TU-54-20

TU-54-21

TU-54-15

TU-54-16

TU-54-11

TU-54-10

TU-54-7

TU-54-8

(N)TU-54-4

TU-54-6

(N)TU-54-5

TU-50-12

TU-54-18

TU-54-19

10"Ø

16"Ø

6"Ø EXH

12"Ø

6"Ø

(N)TU-54-25

(N)ATU-54-26

(N)ATU-54-27

14"Ø

16"Ø

10"Ø

8"Ø

12"Ø

14"Ø

16"Ø

10"Ø

12"Ø

14"Ø

10"Ø

18"Ø

20"Ø

10"Ø

12"Ø

10"Ø

16"Ø

16"Ø DN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RENOVATION OF PATHOLOGY AND

LABORATORY PHASE I

MICHAEL E. DEBAKEY VA MEDICAL CENTER

580-18-118

Building 100 Project Director

Revisions: Date:

315 Arden Ave. Suite 26 t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 81203

PROJECT NO.: S6128180.00

March 06, 2020

Bi d D oc um en ts

Su bm itta l -

Ph as e ITRACK 6A, 7A FINAL WORK 1/8" = 1'-0"

TAG

T6A-R

TRACK ARCH REF. REMARKS

GENERAL NOTES

PHASING NOTES

2.6A

2 T7A-R 3.7A

REMODEL:

1. ALL REMODEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

2. PROVIDE TEMPORARY ENCLOSURE/PROTECTION/BARRICADES OR WARNING WHERE REQUIRED BY APPLICABLE SAFETY ORDINANCES PRIOR TO START EACH PHASE OF CONSTRUCTION. REMOVE WHEN NO

LONGER NEEDED.

3. REFER TO CONSTRUCTION PHASING FOR INSTALLATION SEQUENCE.

4. CONSTRUCTION FOR EACH PHASE SHOULD BE PERFORMED WITHOUT LABORATORY SUITE INTERRUPTION.

5. COORDINATE WITH VA ANY DOWN TIME WHICH REQUIRES A MAXIMUM OF…

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