36C25819B0037-002.pdf

PHARMACY USP 797 AND 800

PROJECT NO. :605-17-322

JERRY L. PETTIS MEMORIAL

VETERANS MEDICAL CENTER

11201 BENTON STREET

LOMA LINDA, CALIFORNIA

COVER SHEET

L I C

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RGE E . A L FARO

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

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TITLE SHEET

D. DIMATJ. ALFARO

PHARMACY USP 797 & 800

FULLY SPRINKLERED

605-17-322

04/08/2019

VA MEDICAL CENTER, LOMA LINDA

N.T.S.GI100

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SHEET INDEX

DWG # SHEET # SHEET NAME

1 GI100 TITLE SHEET

2 GI200 GENERAL NOTES

3 GC001 EXIT PLAN, CODE DATA AND DETAIL KEY PLAN

4 GC002 PHASING AND STAGING PLAN

5 ASB1 ASBESTOS ABATEMENT FLOOR PLAN

6 S101 GENERAL NOTES

7 S102 TYPICAL DETAILS

8 S201 FLOOR PLAN

9 A001 ARCHITECTURAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

10 AE101 ARCHITECTURAL DEMOLITION PLAN AND FLOOR PLAN

11 AE102 ARCHITECTURAL REFLECTED CEILING PLAN

12 AE301 ARCHITECTURAL WALL SECTIONS

13 AE401 ARCHITECTURAL INTERIOR ELEVATIONS

14 AE402 ARCHITECTURAL SIGNAGE AND FINISH PLAN

15 AE403 ARCHITECTURAL CEILING DETAILS

16 AE501 ARCHITECTURAL OPENING DETAILS

17 AE601 ARCHITECTURAL SCHEDULES

18 AE701 ARCHITECTURAL DETAILS

19 AC101 PHARMACY ACCESS CONTROL PLAN

20 FA101 PHARMACY FIRE ALARM PLAN

21 FP101 PHARMACY SPRINKLER PLAN

22 P001 GENERAL NOTES, LEGEND AND ABBREVIATIONS

23 PD101 PLUMBING DEMOLITION PLAN

24 PL101 PLUMBING FLOOR PLAN

25 PL501 PLUMBING DETAILS

26 M001 MECHANICAL GENERAL NOTES LEGEND AND ABBREVIATIONS

27 M002 MECHANICAL SCHEDULES

28 MD101 MECHANICAL FIRST/SECOND FLOOR INTERSTITIAL DEMOLITION PLAN

- AREA A

29 MD102 MECHANICAL FIRST/SECOND FLOOR INTERSTITIAL DEMOLITION PLAN

- AREA B

30 MD103 MECHANICAL SECOND FLOOR/LOW ROOF INTERSTITIAL DEMOLITION

PLAN - AREA B

31 MD104 MECHANICHAL PENTHOUSE #6 FLOOR AND ROOF DEMOLITION

PLANS

32 MH101 MECHANICAL FIRST/SECOND FLOOR INTERSTITIAL NEW WORK -

AREA A

33 MH102 MECHANICAL FIRST/SECOND FLOOR INTERSTITIAL NEW WORK -

AREA B

34 MH103 MECHANICAL SECOND FLOOR/LOW ROOF INTERSTITIAL NEW WORK -

AREA B

35 MH201 MECHANICAL FIRST FLOOR PHARMACY PLAN - NEW WORK

36 MH202 MECHANICAL FIRST/SECOND FLOOR INTERSTITIAL ABOVE

PHARMACY - NEW WORK

37 MH203 MECHANICAL FIRST FLOOR MECHANICAL ROOM SERVICE BAY #5 -

NEW WORK

38 MH204 MECHANICHAL PENTHOUSE #6 FLOOR AND ROOF PLANS - NEW

WORK

39 MH500 MECHANICAL AIR AND WATER FLOW DIAGRAM

40 MH501 MECHANICAL CONTROLS DIAGRAM

41 MH601 MECHANICAL DETAILS

42 MH602 MECHANICAL DETAILS

43 MH603 MECHANICAL DETAILS

44 E101 GENERAL NOTES, LEGEND AND ABBREVIATIONS

45 ED102 PHARMACY ELECTRICAL DEMOLITION PLAN

46 ED103 PHARMACY LIGHTING AND CEILING DEVICES DEMOLITION PLAN

47 ED104 MECHANICAL EQUIPMENT ELECTRICAL DEMOLITION PLANS

48 ED105 MECHANICAL EQUIPMENT ELECTRIC DEMOLITION PLAN

49 EL111 PHARMACY ELECTRICAL LIGHTING PLAN

50 EP112 PHARMACY ELECTRICAL POWER PLAN

51 EP113 MECHANICAL EQUIPMENT - ELECTRICAL PLAN

52 EP114 MECHANICAL EQUIPMENT - ELECTRICAL PLAN

53 EP115 ELECTRICAL POWER PLAN AT PENTHOUSE #6 FLOOR AND ROOF

54 EP120 ELECTRICAL SITE PLAN

55 EP201 PANEL SCHEDULES

56 EP202 PANEL SCHEDULES

57 EP203 PANEL SCHEDULES

58 EP204 PANEL SCHEDULES

59 EP301 ELECTRICAL DETAILS

60 EP302 ELECTRICAL DETAILS

GI100

1 ISOMETRIC VIEW NORTHEAST

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2 ISOMETRIC VIEW SOUTHWEST

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5 AERIAL VIEW

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Revisions: Date:

FINAL STAMPED

SUBMITTAL

GENERAL NOTES

ABBREVIATIONS/DEFINITION

CO CONTRACTING OFFICER

COR/COTR CONTRACTING OFFICER'S (TECHNICAL) REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

GOVERNMENT THE TERM GOVERNMENT SHALL MEAN DEPARTMENT OF VETERANS AFFAIRS

EXISTING HAZARDOUS MATERIALS

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN OR SUSPECTED HAZARDOUS MATERIAL, NOT SPECIFICALLY ADDRESSED IN

SAID DOCUMENTS, HE SHALL IMMEDIATELY STOP WORK AND ADVISE THE C.O. FOR ACTION.

THE ARCHITECT/ENGINEER AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS, IN ANY FORM AT THE PROJECT SITE. THIS INCLUDES BUT IS NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR

OTHER TOXIC SUBSTANCES.

CONTRACTOR SHALL, AT THE TIME OF BID, PROVIDE A LINE ITEM FOR THE COST OF HAZARDOUS MATERIALS ABATEMENT

SHOWN ON THE PLANS.

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS AND PERMITS REQUIRED FROM

REGULATING AGENCIES BEFORE STARTING ANY WORK.

2. SUBJECT TO MINOR EXCEPTIONS, GENERALLY THE ITEMS SHOWN IN BOLD LINES ARE NEW AND ITEMS SHOWN IN

GRAYSCALE ARE EXISTING.

3. THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK, INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND FINAL LAYOUT. THE DRAWINGS ARE GENERIC IN NATURE AND ARE INTENDED TO BE SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS SHOP DRAWINGS AND

SIMILAR DETAILS TO DETERMINE EXACT SPACING AND/OR INSTALLATION REQUIREMENTS.

4. IF ANY PART OF THE DRAWINGS OR SPECIFICATIONS CONTRADICT THE MANUFACTURER'S RECOMMENDATIONS, APPLICATION OR INSTALLATION INSTRUCTIONS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, ADVISE THE

CONTRACTING OFFICER AND RECEIVE CLEAR, WRITTEN, DIRECTION BEFORE PROCEEDING.

5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES OR OMISSIONS IN THE DIMENSIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. ANY WORK DONE WITHOUT PROPER NOTIFICATION BEING GIVEN TO THE

CONTRACTING OFFICER IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND LOCATION OF NEW CONSTRUCTION WITH EXISTING WALLS, FLOORS, CEILINGS, COLUMNS, FURRING, MECHANICAL AND ELECTRICAL

EQUIPMENT AND EXISTING CONSTRUCTION.

7. FIELD INVESTIGATION PERFORMED DURING THE DESIGN STAGE IS LIMITED TO WHAT CAN BE REASONABLY SEEN AND DOCUMENTED WHILE THE SPACE IS OPERATIONAL AND OCCUPIED BY PERSONNEL, EQUIPMENT AND FURNITURE. AS SUCH, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING A THOROUGH REVIEW AND VALIDATING ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL REPORT ANY PROBLEMS/CONFLICTS TO THE CONTRACTING OFFICER WITHIN TWO (2) DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH ARE NOT BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE

BY THE CONTRACTOR AT NO ADDITIONAL COST TO GOVERNMENT.

8. DRAWINGS SHOWN ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND ENSURE SHOP DRAWINGS ARE PROVIDED BEFORE DETAILING COMPLETE UTILITY LAYOUT AND INSTALLATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ROUTE NEW CONDUITS, DUCTS, PIPING AND SIMILAR LINES TO AVOID POTENTIAL INTERFERENCES, AND WHERE THIS CANNOT BE ACCOMPLISHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE, REROUTE, ADJUST REINSTALL THE INTERFERENCE SUCH THAT IT NO LONGER POSES A PROBLEM. THESE

ITEMS ARE TO BE ADDRESSED AND CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO AVOID POTENTIAL CONFLICTS.

10. FINAL LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT SUCH AS PANELBOARD, METERS, FLUES, VENTS, ETC., SHALL BE APPROVED BY THE GOVERNMENT.

11. EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR AND THE CONTRACTING OFFICER, IN WRITING, OF ANY WORK CALLED FOR IN THE DRAWINGS OR SPECIFICATIONS THAT CANNOT BE FULLY GUARANTEED.

12. THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL MATERIALS TO BE FURNISHED UNDER THIS CONTRACT AGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE. UPON WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL, AT THE OPTION OF THE GOVERNMENT, REPAIR OR REPLACE SAID DEFECT WITHOUT COST TO THE GOVERNMENT.

13. ALL MATERIALS SHALL CONFORM TO THE "BUY AMERICAN ACT".

14. ALL CONSTRUCTION WORK, ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, ETC. SHALL CONFORM TO THE MOST CURRENT ISSUE OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THE INTERNATIONAL BUILDING CODE, VA CRITERIA AND ANY APPLICABLE LOCAL, STATE AND FEDERAL CODES AND GUIDELINES. SHOULD THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE CONFLICT WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THEN THE MORE STRINGENT BETWEEN THE TWO SHALL GOVERN.

15. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORK HOURS. CONTRACTOR SHALL CONFORM TO ALL SAFETY REGULATIONS ENFORCED AT THE TIME OF CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR, AND NOT THE

ARCHITECT/ENGINEER OR THE GOVERNMENT.

16. THE CONTRACTOR SHALL PROVIDE U.L. RATED PORTABLE FIRE EXTINGUISHERS, TYPE 24.10.B.C ON SITE AND IN A

LOCATION APPROVED BY THE GOVERNMENT.

17. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA AND ALL ADJACENT AFFECTED AREAS, IN A CLEAN AND ORDERLY MANNER THROUGHOUT THE COURSE OF CONSTRUCTION. DO NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC.

18. THE CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN ACCORDANCE WITH VA AND EPA REGULATIONS.

DEBRIS SHALL BE TRANSPORTED ON COVERED CARTS TO THE APPROVED DISPOSAL AREA AS DIRECTED BY THE CONTRACTING OFFICER. THE CONSTRUCTION AREA, AND ALL ADJACENT AREAS, SHALL BE CLEAN AND FREE OF

DEBRIS AT THE END OF EACH DAY.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE PROJECT. ALL PROJECT AREAS AND SURROUNDING AREAS AFFECTED BY CONSTRUCTION SHALL BE LEFT CLEAN AND IN PERFECT CONDITION.

20. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO ENSURE THAT ALL PROPERTIES, EQUIPMENT AND DEVICES AT THE PROJECT SITE ARE PROTECTED DURING THE CONSTRUCTION PERIOD. ANY DAMAGES TO EXISTING CONSTRUCTION, LANDSCAPING, EQUIPMENT AND DEVICES SHALL BE REPAIRED AND RESTORED TO A CONDITION EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL RESTORE ANY DAMAGE AT HIS OWN EXPENSE. THE CONTRACTOR SHALL SUBMIT THE PROCEDURE FOR CONSTRUCTION AND DEMOLITION

PRIOR TO COMMENCING WORK.

21. ALL FINISH WORK, EITHER NEW OR EXISTING, WHICH IS DAMAGED OR STAINED AS A RESULT OF CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED OR REPLACED AS NECESSARY AT NO ADDITIONAL COST TO GOVERNMENT.

22. ALL SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE FINISH AS SPECIFIED. IN AREAS WHERE A FINISH IS NOT SPECIFIED, THEY SHALL MATCH ADJACENT MATERIAL IN

CONSTRUCTION, COLOR, TEXTURE AND MANUFACTURER.

23. WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY CREATE HAZARDOUS WORKING CONDITIONS OR

LEAD TO FAILURE IN WORKMANSHIP.

24. ANY ROOF, WALL OR OTHER OPENINGS MADE DURING CONSTRUCTION SHALL BE SEALED AND PROTECTED FROM RAIN, MOISTURE, WIND, DUST AND OTHER OUTSIDE ELEMENTS.

25. AN APPROPRIATELY QUALIFIED REPRESENTATIVE OF THE CONTRACTOR SHALL BE ON SITE TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN PROGRESS. SUCH PERSON SHALL BE RESPONSIBLE FOR OSHA COMPLIANCE AND JOB SITE SAFETY. JOB SITE SAFETY IS STRICTLY THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE GOVERNMENT, ARCHITECTS AND ENGINEERS ARE NOT RESPONSIBLE FOR ANY ASPECT OF JOB

SITE SAFETY.

26. QUALITY CONTROL, INSPECTIONS AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY OBSERVATIONS MADE BY THE GOVERNMENT OR ARCHITECT/ENGINEER DURING THE COURSE OF CONSTRUCTION ARE FOR THE BENEFIT OF THE GOVERNMENT AND DO NOT ALLEVIATE THE CONTRACTOR OF THIS RESPONSIBILITY.

27. THE CONTRACTOR SHALL NOT STORE ANY CHEMICALS ON THE SITE OR WITHIN THE CONFINES OF THE BUILDING

28. IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN SUBSTANCE OR MATERIAL THAT MAY BE SUSPECTED HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER.

ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED.

29. ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED.

30. CONTRACTOR SHALL MAINTAIN AND KEEP THE EXISTING FIRE ACCESS LANE AND PEDESTRIAN ACCESS AND EXIT

PATHS CLEAR AT ALL TIMES.

31. SOME WORK MAY BE REQUIRED AFTER NORMAL WORKING HOURS, ON HOLIDAYS AND/OR WEEKENDS. THIS INCLUDES ANY WORK WHICH COULD POTENTIALLY BLOCK ACCESS TO THE FACILITY OR CAUSE DISRUPTION TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THE WORK WILL HAVE TO BE CAREFULLY PLANNED AND PHASED FOR MINIMAL DISRUPTION TO MEDICAL CENTER ACTIVITIES. ANY WORK AFTER HOURS MUST BE CAREFULLY COORDINATED WITH, AND APPROVED BY THE GOVERNMENT, A MINIMUM OF TWO WEEKS IN ADVANCE.

32. CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED PHASING PLAN INDICATING THE SEQUENCE OF WORK, THE POTENTIAL UTILITY CUTOVERS OR OUTAGES, AND SPECIFICALLY LIST ANY POTENTIAL DISRUPTIONS TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THIS PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO MOBILIZING ON

THE SITE.

33. UNDER NO CIRCUMSTANCES CAN THERE BE UTILITY OUTAGES, INCLUDING BRIEF CUTOVERS, ANYWHERE ON THE CAMPUS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE GOVERNMENT. THE CONTRACTOR SHALL PLAN AND FORECAST UPCOMING WORK WHICH MAY DISRUPT NORMAL OPERATIONS OR INTERFERE WITH STAFF OR PATIENTS AND IDENTIFY THESE IN THE PHASING PLAN, AS WELL AS REPORT THESE IN THE WEEKLY MEETINGS. IT MAY BE NECESSARY TO POSTPONE OR RESCHEDULE WORK TO ACCOMMODATE THE NEEDS OF THE MEDICAL CENTER. ALL SUCH TIME SHALL BE INCLUDED IN THE BASE BID AND WILL NOT BE BILLABLE TO THE GOVERNMENT.

34. CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR APPROVAL, THE LOCATION FOR LOADING AND UNLOADING MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES AND SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING THE PHASING PLAN.

35. CONTRACTOR SHALL PROVIDE SEISMIC ANCHORING AND/OR BRACING OF ALL CONSTRUCTION, WHETHER OR NOT SPECIFICALLY STATED ON THE DRAWINGS OR SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, WALLS, PARTITIONS, CASEWORK, FIXTURES, CEILING SUSPENDED ITEMS, OVERHEAD DUCTWORK, EQUIPMENT, PLUMBING AND ELECTRICAL PIPES AND RACEWAYS, AND FIRE PROTECTION SYSTEMS PER SPECIFICATION SECTION 130541 AND

AS SHOWN ON THE PLANS AND/OR SPECIFIED BY EACH RESPECTIVE DISCIPLINE.

36. WHERE EXTERIOR WORK OCCURS, 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.

37. CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO REDIRECT PEDESTRIAN TRAFFIC AND/OR ALERT THEM TO POTENTIAL CONSTRUCTION ACTIVITIES AND HAZARDS. SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED AT ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE WITH OSHA STANDARD

SPECIFICATION FOR ACCIDENT PREVENTION SIGNS AND TAGS 1910.145.

38. FOR VA-PROVIDED EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR (SHOWN AS "VC" ON THE PLANS OR SCHEDULES), CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE SUCH EQUIPMENT AND SHALL BE RESPONSIBLE FOR RE-CONNECTING AND TESTING PROPER OPERATION (PER MANUFACTURER'S INSTRUCTIONS) OF

SUCH EQUIPMENT PRIOR TO TURNING OVER SUCH EQUIPMENT TO THE VA.

39. FOR UTILITY INTERRUPTIONS OF LESS THAN 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, FIVE (5) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. FOR UTILITY INTERRUPTIONS EXCEEDING 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, TEN (10) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE

DURATION OF SUCH INTERRUPTION.

40. CONSTRUCTION IS TAKING PLACE IN AN EXISTING OCCUPIED FACILITY. AS SUCH, DEMOLITION OR CONSTRUCTION THAT PRODUCES EXCESSIVE (60 DB OR GREATER) NOISE OR VIBRATION SHALL BE PERFORMED AT TIMES COORDINATED AND APPROVED BY THE COTR. CONTRACTOR IS ADVISED THAT WORK MAY BE STOPPED OR DELAYED AT ANY TIME AT THE DISCRETION OF THE COTR SHOULD CONSTRUCTION ACTIVITIES CAUSE ANY DISTURBANCE OR

INTERFERENCE WITH PATIENT CARE.

41. THE CEILING ACCESS PANELS SHOWN ON DRAWINGS ARE FOR MAJOR MECHANICAL EQUIPMENT ACCESS ONLY.

ADDITIONAL ACCESS PANELS (NOT SHOWN) WILL BE REQUIRED FOR MAINTENANCE, PLUMBING, ELECTRICAL AND FIRE PROTECTION. CONTRACTOR SHALL PROVIDE ADDITIONAL ACCESS PANELS REQUIRED FOR THE ABOVE SPECIALTIES AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL COORDINATE WITH EACH SPECIALTY TRADE AND LOCATE ADDITIONAL ACCESS PANELS FOR REVIEW AND APPROVAL BY THE VA PRIOR TO

FRAMING THE CEILING.

42. SHORING, BRACING AND PROTECTION OF EXISTING STRUCTURE AND EARTHWORK IS THE CONTRACTORS RESPONSIBILITY. PROVIDE ADEQUATE SHORING OF ANY EXISTING CONDITIONS OR CONDITIONS CAUSED BY CONSTRUCTION RELATED ACTIVITIES, AS NECESSARY TO PROTECT PERSONS AND STRUCTURE FROM POTENTIAL FALLING STRUCTURE, EQUIPMENT OR COLLAPSE OF EARTHWORK. AS A MINIMUM, FOR ANY EARTHWORK RESULTING IN TRENCHES OR EXCAVATIONS EXCEEDING THREE FEET (3') IN DEPTH, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO PROVIDE INSTRUCTIONS, FOR VA APPROVAL, ON THE METHODS TO BE USED FOR SHORING. ANY OVERHEAD STRUCTURE, EQUIPMENT OR SIMILARLY HEAVY CONDITION TO REMAIN, SHALL BE PROPERLY SHORED WITH INPUT FROM A LICENSED STRUCTURAL ENGINEER, AS

REQUIRED, TO ENSURE THE PERSONAL SAFETY AND PROTECTION OF REMAINING STRUCTURE.

43. PROVIDE TEMPORARY CONSTRUCTION BARRIERS AS NECESSARY TO SEPARATE DEMOLITION AREAS FROM ADJACENT OCCUPIED SPACES. WHEN BARRIERS CROSS A REQUIRED EXIT PATH, PROVIDE EXIT DOORS WITHIN

BARRIER WALL.

44. THESE DOCUMENTS ARE NOT INTENDED TO SHOW EVERY EXISTING CONDITION OR ITEM. CONTRACTOR SHALL NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH

ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

45. NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH

ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

46. ALL STRUCTURAL ELEMENTS INCLUDING THEIR FIRE PROTECTION MATERIALS ARE TO REMAIN EXCEPT WHERE

FURRING IS INDICATED TO BE REMOVED.

47. BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS, FIXTURES, REGISTERS AND/OR OTHER UTILITIES ABOVE CEILING, COORDINATE CEILING SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID CONFLICTS WITH EXISTING OR NEW CONSTRUCTION. WHERE INTERFERENCE WITH CEILING SUPPORTS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE ALTERNATE CODE-COMPLIANT SUSPENSION SYSTEM AND LAYOUT AT NO EXTRA COST TO THE VA.

FIRE PROOFING

CONTRACTOR SHALL PROVIDE FIRE PROOFING WHERE MISSING, DAMAGED, OR IMPACTED BY NEW CONSTRUCTION AND AS

REQUIRED IN ACCORDANCE WITH SPECIFICATIONS.

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RGE E . A L FARO

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

C U s e rs \I v a ld o v in o s \D o c u m e n ts

\L O

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GI200

GENERAL NOTES

D. DIMATJ. ALFARO

PHARMACY USP 797 & 800

FULLY SPRINKLERED

605-17-322

04/08/2019

VA MEDICAL CENTER, LOMA LINDA

Revisions: Date:

T

R

F.E.C.

R

T

R

B S

C B

S C

B S

C

BSC

T

F.E.C.

1 32'-0" MAX. COMMON PATH OF TRAVEL (100'-0" ALLOWED)

238'-0" TRAVEL DISTANCE TO BUILDING EXIT (300'-0"

ALLOWED)

118-0" TRAVEL DISTANCE TO SMOKE COMPARTMENT 1-2

(300'-0" ALLOWED)

66'-0" TRAVEL DISTANCE TO SMOKE COMPARTMENT 1-11

(300'-0" ALLOWED)

(N) 1 HR FIRE RATED WALL OPENING INFILL

SHEET NOTES

BUILDING CODE DATA

OCCUPANCY IBC: B

NFPA: (E) BUSINESS

CONSTRUCTION TYPE IB / II (II) **

PROJECT AREA 691

PROJECT OCCUPANT LOAD * 17

FIRE SPRINKLER THROUGHOUT YES

ACCESSIBLE ENTRY ROUTE YES

ACCESSIBLE MEANS OF EGRESS YES

CODE REFERENCES

LEGEND

EXIT SIGN

EGRESS ROUTE

OCCUPANT LOAD

EXIT LOAD

FIRE EXTINGUISHER

CABINET

1 HR FIRE RATED PARTITION

(N) FULL HT PARTITION

(E) PARTITION

FEC

THE FOLLOWING CODES ARE USED FOR THE

BASIS OF DESIGN FOR THIS PROJECT BUT ARE

NOT LIMITED TO:

· IBC

· NFPA 101

· NEC

· NFPA 80

· NFPA 110

· IMC

· IPC

· VA MANUAL H-18-8

· ASCE-7

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING AND USING THE MOST CURRENT

APPLICABLE CODE EDITION.

* INCLUDING RM 1C-27

** TWO HOUR

19 18 17

H

G

VAULT

1C-27A

CART

CL

CL

CLCL

HD STORAGE

1C-27FHD BUFFER

ROOM

1C-27E

ANTE ROOM

1C-27D

NON HD

BUFFER RM

1C-27C

NON HD

STORAGE

1C-27B

PHARMACY

1C-27

STORAGE

CORRIDOR

CORRIDOR

PHARMACY

19 18 17

H

G

19 18 17

H

G

19 18 17

H

G

AE401 24

AE401

AE401

AE401 14

AE401

AE501

AE501

AE501

AE501

AE501

AE301

AE301

AE301

AE301

AE301

AE301

AE301

AE301

AE301

AE301

AE501

AE501

AE501

SIM

AE501

STORAGE

CORRIDOR

CORRIDOR

PHARMACY

PT1

PT2

PT3

PT4

4A

AE701

4A

AE701

AE301 SIM

PHARMACY

1C-27

VAULT

1C-27A

NON HD

STORAGE

1C-27B

NON HD

BUFFER RM

1C-27C

ANTE ROOM

1C-27D

HD BUFFER

ROOM

1C-27E

HD STORAGE

1C-27F

19 18 17

H

G

19 18 17

H

G

L I C

E N S E D A R C H I T EC

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

C U s e rs \I v a ld o v in o s \D o c u m e n ts

\L O

M A

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IN

D A

P

H A

R M

A C

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IG

N A

C

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L D

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IN

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S .r v t

/1

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:1

:5

A

M

GC001

EXIT PLAN, CODE DATA AND DETAIL KEY

PLAN

D. DIMATJ. ALFARO

PHARMACY USP 797 & 800

FULLY SPRINKLERED

605-17-322

04/08/2019

VA MEDICAL CENTER, LOMA LINDA

TRUE

NORTH

1/4" = 1'-0"GC001

2 PHARMACY EXIT PLAN & CODE DATA

1/4" = 1'-0"GC001

1 DETAIL KEY PLAN

TRUE

NORTH

W

8X28

W 8X28 W 8X28

W 8X28

W

8X28

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X31

W

8X40

W

10X45

W

10X45

W

10X45

W

10X4

W

10X4

W

10X45

W

10X45

W 10X45

W 10X45

W

10X4

W

10X45

W

10X45

K-2209CA

XTO N

LAVATORYVITR

EOU S CH

IN A

K-2209CA

XTON

LAVATORYVITR

EOUS CH

INA

K-2209CA XTO

N

LAVATORYVITR EOU

S CH IN

A

K-2209CAXTO

N

LAVATORYVITREOU

S CHIN

A

K-2209CA XTO

N

LAVATORYVITR EOU

S CH

IN

A

K-2209CA

XTON

LAVATORYVITR

EOUS CH

IN

A

K-2209CA

XTO N

LAV

ATO RY

VITREOU

S CHINA

K-2209CA

XTON

LAV

ATORY

VITREOU

S CHINA

K-2209CAXTO

N

LAVATO

RY

VITREO

US CHINA

K-2209CAXTO

N

LAVATO

RY

VITREO

US CHINA

K-2209CA

XTO

N

LAVATORYVITR

EOU

S CHIN

A

K-2209CA

XTO

N

LAVATORYVITR

EOU

S CHIN

A

K-2209CA

XTON

LAV

ATORY

VITREOU

S CHINA

K-2209CA

XTO N

LAV

ATO RY

VITREOU

S CHINA

K-2209CA

XTO

N

LAV

ATO

RY

VITR

EOU

S CHIN

A

K-2209CA

XTO N

LAV

ATO RY

VITR

EOU S CH

IN

A

K-2005KING

STON

C_

LAVATOR

Y

VITR

EOUS CH

IN

A

K-2005KINGSTO

N

C_LAVATOR

Y

VITREOUS CHINA

K-2005KINGSTO

N

C_LAVATOR

Y

VITREOUS CHINA

K-2005KING

STO

N

C_

LAVA

TORY

VITR

EOU

S CHIN

A

FIRST FLOOR

1SB6

1SB1

1SB4

1SB3

1SB5

1SB8

1SB7

1SB2

1B-37

BEDDING

CY01-2

COURT

WE S T

EL EV A TOR S

ELECTRICAL PANEL

CANOPY 1

C1-12

1B-50D

C1-123

1A-124

1A-125 1A-126 1A-130 1A-131

1A-128

1A-129

1A-113

1A-107

1A-109

1A-1161A-117 1A-1181A-1191A-120

1A-121

1A-122

1A-106

1A-110

1A-111

1B-27A

1B-29A

1B-29B 1B-28E

1B-28G

1B-28B

1B-28

1B-43

1B-411B-48

1B-50

1B-50B

1B-50

1B-50C 1B-51D1B-51E

1B-51

1B-49

1B-51C

1B-50A 1B-51A

1B-51F

1B-51K

1B-51H

1B-51I

1A-132 1A-133

1A-138

C1-115

1A-139 1A-137 1A-136 1A-135 1A-134

1A-556A 1A-556B

1F-10F1F-10D1F-10C

1C-27A

1B-12B

1C-32

C1-73

1A-302A

1A-302B

1A-302D

1A-301 1A-303 1A-303A 1A-304

1A-305

1A-310

1A-311

1A-312

1A-313 1A-314 1A-315 1A-316 1A-317

1A-318

1A-3061A-307

1A-319

1A-308

1A-320

1A-309

1A-321

1A-302C

C107

C1-56

C1-77

C1-75

C1-37

C1-25

C1-81

1F-35

C1-42

1E-63

1E-64B

1D-04

1D-04A 1D-06A

1D-06

1C-15A

1C-04

1C-27

1A-621

1A-615

1A-617

1A-619

1A-625

1A-627

1A-6291A-631

1A-612

1A-614

1A-614B

1A-624

1A-626

1A-628

1A-632

1A-634

1A-610

1B-04A

1B-06

1B-04D

1B-04

1B-04C1B-04B

1A-5581A-5211A-512

1A-502

1A-400

1A-400A

1A-5111A-412

1A-411 1A-421

1A-402

1A-4031A-404

1A-4231A-425 C1-10C

C1-18A C1-18B C1-18C

C1-10B

1A-434

1A-453A

1A-434A

1A-453

1A-4571A-4221A-4241A-426

1A-542

1A-532

1A-544

1A-526

1A-546

1A-524

1A-548

1A-522 1A-556

1A-554

1A-552

1A-443

1A-444

1A-439

1A-437

1A-435

1A-433

1A-431

1A-547

1A-549

1A-5451A-543

1A-4521A-451

C1-17A

C1-16

C1-17C

C1-15

C1-09

1A-02A

1A-02B

1A-02C

1A-02D

C1-38D

1A-68A

1A-70A

SB01-1

1C-29

C1-44

1C-22

1F-21

1F-23

C1-85

1E-100

1F-20

1C-25C

1C-33G

1E-621E-61

C1-47

1C-27C

1C-25D

1C-25E

1C-25

1C-25F

1C-25G

C1-43

1C-24

1C-24A

SB01-3

C1-67

1C-06

1C-05

1C-11

1C-12

C1-63

1C-14A

1C-14C EL01-S4 EL01-S5

1C-03

1D-19

1D-01

1D-09A

SH01-5

1D-01B

1D-17

1D-16A

1D-16

1D-10

1D-11

1D-12 1D-13

1D-08A

1D-08

1D-05A

1D-05

1D-03

1D-14

1C-26E

1C-26A

1C-32A

1C-26C

1C-26D

1C-26

1C-18 1C-17 1C-16 1C-15

C1-45

SB01-2

SB01-2A

1B-45

1B-44

1B-42

1B-40

1C-20

1B-16A

1B-16B

1B-031B-02

1B-16

1B-14

1B-13

1B-12A

1B-11

C1-30

1B-321B-17

1B-18

1B-19

1B-31 1B-30

C1-33

C1-29

1B-25

1B-24

1B-231B-221B-21

1B-10

1B-08

C1-21

C1-17

C1-08

1A-72C

ST01-3

1C-23

C1-06

C1-02

1A-56

1A-55

1A-54

1A-53

1A-52

1A-562

1A-49

SB01-1A

1A-76

1A-74

1A-76A

C1-41

1A-84G

1A-84H

1A-84N

1A-84I

1A-84D 1A-84F1A-84E

C1-54

1A-84B

SH01-4

EL01-P1

1F-03A

1F-04

1F-03

1F-03B 1F-01

C1-49

1A-84M 1A-84L

1A-84O1A-84P1A-84Q

1A-84K

1A-84R1A-84S1A-84U

C1-53

C1-50

1F-09

1F-08

1F-071F-08C 1F-08B

1F-08A

1F-06

1F-19

1F-10

1F-10A

1C-28

1C-30B 1C-32C

1C-04B

1C-04C

C1-40

1C-04A

1C-33A

1C-28A

1C-28C

1C-33

C1-62

1F-22

C1-60

C1-58

1F-38

1F-38C

1F-10G1F-10E1F-10B

C1-59

C1-57

C1-48

1F-09A

1F-05

1F-36

1C-07

1C-07B1C-07C1C-07A

1C-33E 1E-33F

1C-33M 1C-33L 1C-33K 1C-33J 1C-33H 1C-09

1E-109A

1C-37E1C-37B

1C-37A

1E-06

1C-37

1C-38

1F-261F-25

1F-24

1E-301E-32 1E-34

1F-28

1F-29C

1F-30 1F-30A

1F-42 1F-41

1F-39C

1F-37

1F-35B

1F-311F-32

C1-68

1E-56 1E-55 1E-54 1E-53 1E-52

1E-51

1E-50

1E-48

C1-91

1E-36

1E-35

C1-69

C1-92

C1-66

C1-74

C1-86

1E-29

1E-27

1E-25

1E-23

1E-21

1E-26

1E-24

1E-22

1E-20

1E-18

1E-17

1E-15

1E-16

1E-14

1E-19

1E-43A

1E-37

1E-38

1E-40

1E-42

1E-44

1E-64

1E-65

1E-79 1E-80

1E-77 1E-78

1E-96

1E-97

1E-98

1E-101

1E-103

1E-104

1E-108

1E-109 1E-110

1E-112

1E-113

1E-115

1E-116

1E-118

1E-119

1E-121

1E-124

1A-84

C1-52

1A-84T

1A-88

1A-82D 1A-82E 1A-82F 1A-82G

C1-41A

1A-82B

1A-82A

1A-82H

1A-82I

1A-82J 1A-77

1E-41

1E-05B

1E-07 1E-08

C1-79

1E-09 1E-10

1E-11

1E-12

1E-148 1E-146

C1-87

1E-145

1E-84

1E-143

1E-85

1E-142

1E-87

1E-140 1E-139

1E-88 1E-90

1E-137 1E-136

1E-91

C1-88

1E-93

1E-134

1C-14A

1A-72

1A-560

C1-05

C1-07

1E-66

1E-67

1E-68

1E-69 1E-70 1E-70A

1E-149A

ST01-87

1E-149 1E-148A 1E-145A 1E-142A 1E-139A 1E-136A

1E-133

1E-132

1E-131

1E-130

1E-125

1E-128

C1-90

1E-73

1E-74

1E-75 1E-76

1E-81

1E-82

1E-83 1E-86 1E-89 1E-92

C1-89

1E-95

1E-45A

1E-45

1E-44A

1E-42A

1E-40A

1E-38A

1E-37A

C1-72

C1-71

1E-43

1E-31

1E-57A

1E-57

1E-58

1E-59 1E-60

CY01-1

1E-64C

1E-64A

1E-28

1E-13

1E-01

1E-29A

1E-27A

1E-25A

1E-23A

1E-21A

1E-19A

1E-05A

1E-06A

1E-07A 1E-08A 1E-10A

1E-12A

SH01-11

ST01-8

1E-107

1E-106

1E-105

1E-102

1E-99

1E-123 1E-122

1E-120

1E-117

1E-114

1E-111

1E-48A

1E-50A1E-51A

1E-52A1E-54A 1E-56A

SH01-10

ST01-7

SB01-7A

SB01-7

1F-33

1F-34 1F-34A

C1-57A

1F-35A

1F-37A

1F-37B

1F-39

1F-39A

1F-39B

1F-40

C1-65

1F-29A

1F-29

1F-29B

1E-46

1E-33

1F-27

1E-47

1E-49

1F-38A

1F-38B

1F-21A

1F-22A

1C-36

ST01-6

EL01-S8

EL01-S7

EL01-S6

1C-34

C1-61

EL01-T2

C1-51

1C-37D

1E-02

1E-03

1E-04

1C-33F

1C-33O

1C-33R

1C-08

SB01-8A

SB01-8

SH01-9

C1-65A

C1-64

1F-43 1F-02

C1-55

C1-28

EL01-P2

1C-31

1C-30

EL01-B2

SH01-6

1C-26F

1C-32B

DW01-2

1C-28B

1C-32D

1C-04D

1C-04F

1C-04G

C1-46

SB01-6

SB01-6A

SH01-8

1D-18

1C-03

1C-02

1C-03A

1C-01

ST01-5

C1-18

1C-14B

1D-16B

1D-16C

C1-83

ST01-9

C1-82

1D-15

1D-07

1D-09

C1-80

1D-20

1D-20A

EL01-A1

1D-02

1D-02A

SH01-3

SB01-4

SB01-4A

1C-15B

1C-27B

1C-25B

C1-38

1A-88A

1A-84W

1A-84X

1A-84V

1A-83B

1A-83A

1A-92

1A-84C

1A-84J

ST01-4

C1-11

1A-82C

1A-302F

1A-72B

1A-72A

1A-71

1A-70

1A-69

1A-68

EL01-S3

EL01-S2

EL01-S1

C1-26

EL01-T1

1C-22A

1C-21 1B-51

1B-51B

1B-54

1B-52

1B-46

1B-46B

C1-34 1B-42A

1B-40A

SH01-2

ST01-2

C1-22

1B-28C

1B-28F 1B-28A

1B-28H

1B-28D

1B-27

1B-26D

1B-26D

1B-26B

1B-26A

1B-26

1B-25A

1B-29

1B-29C

1B-29D

1B-20

1B-09

C1-20

MA01-1

C1-191B-04E

1B-05 1B-07

1A-613

1A-627A 1A-627B

1A-629A

1A-611

1A-447A 1A-445 1A-447

1A-436

1A-551

1A-438

SH01-1

ST01-1

1C-26B

1A-04

1A-05 1A-06 1A-08 1A-09

1A-101A-11

1A-84Y

1A-02

1A-02E

1A-02F1A-02H1A-02J 1A-02G1A-02I

1A-02K

1A-07

1A-03

1A-01

1A-102

1A-101A

1A-101B

SB01-5

SB01-5A

C1-35

SB01-3A

1A-112

1A-101

1A-108

1B-16A. 1

1A-82K

1C-24B

1B-51J

1B-51G

1C-04A

1C-06A

1G-101

1G-103

1G-105

1G-107

1G-109

1G-111

1G-113

1G-117

1G-119

1G-121

1G-123

1G-126

1G-129

1G-143

1G-120

1G-141

1G-118

1G-116

1G-114

1G-112

1G-135

1G-110

1G-131

1G-102

1G-130

1G-132

1G-134

1G-136

1G-138

1G-140

1G-144

1G-146

1G-148

C1-100

C1-142

C1-140 C1-141

C1-143

1G-102A

1G-127

1G-148A

1G-146A

1G-144A

1G-140A

1G-103A 1G-101A

1G-107A

1G-105A

1G-111A

1G-109A

1G-117A

1G-113A

1G-121A

1G-119A

1G-127A

1G-123A

1F-09B

1A-114

1A-547B 1A-547A

1C-15C

1C-10

CORR

LAB

WORK RM

OFFICE

EXAM RM EXAM RM EXAM RM PHARMACIST

CLEAN UTIL

TOILET

EXAM

EXAM

WAITING RMEXAM RM

EXAM RMEXAM RMEXAM RM

EXAM RM

EXAM

EXAM

EXAM

BEDDING

ANIMAL WRD

ANIMAL WRD

PROCEDURE

PROCEDURE

ANIMAL WRD

ANTE ROOM

RADIATION SAFETY

OFFICESTORAGE

WORK RM

REFRI GERA

WORK RM

OFFICE

OFFICEPOST DOCS

WORK RM

LAB

OFFICE

LABCHEMICAL

OFFICE

LAB

BIOCHEM

LAB

CORR CORR

EXAM RM

CORR

SOCIAL WORK EXAM RM EXAM RM EXAM RM EXAM RM

ANTEROOM

TOILET

OFFICEOFFICEOFFICE

ANTEROOM

REFUGE RM

DECON RM

CORR

CORR

CORR

CORR

WAITING RM

RECEPTION SCHD RM EXAM RM

EXAM RM

PHARMACY

OFFICE

OFFICE

EXAM RM EXAM RM EXAM RM EXAM RM EXAM RM

EXAM RM

EXAM RMEXAM RM

EXAM RM

EXAM RM

EXAM RM

EXAM RM

EXAM RM

WORK RM

CORR

CORR

CORR

CORR

CORR

CORR

CORR

OFFICE

CORR

OFFICE

RECREATION

ELEC

OFFICE OFFICE

PLUMBING

STORAGE

WAREHOUSE

PHARMACY

RESTROOM

EXAM-TREAT

EXAM-TREAT

EXAM-TREAT

EXAM-TREAT

CORR

SLEEP RMNURSE OFF

MED RM

WORK RM

WORK RM

EXAM-TREAT

EXAM-TREAT

EXAM-TREAT

CLEAN LIN

SOIL LINEN

SECLUSION

TRAINING

WORK RM

POL-SECUR

ARMORYNCIC

HOLDINGTRIAGEPHARMACY

WAITING RM

CHECK-IN

RECEPTION

TRIAGE RMTRIAGE RM

PHARMACY

EXAM RM

WAITING RM

PUB TOILETPUB TOILET

EXAM RMOFFICE

CORR

CORR CORR CORR

CORR

EXAM RM

PRI TOI

PAT TOIL

EXAM RM

RN RM.NURSINGEXAM RMEXAM RM

EXAM RM

PHARMACY

EXAM RM

NURSING

EXAM RM

EXAM RM

EXAM RM

EXAM RM HOLDING

RESTROOM

RESTROOM

CHIEFING

SOILED UTI

EXAM RM

EXAM RM

EXAM RM

EXAM RM

EXAM RM

WAITING RM

TRIAGE

EXAM RMEXAM RM

EXAM RMEXAM RM

CORR

CORR

CORR

CORR

CORR

OFFICE

OFFICE

OFFICE

OFFICE

CORR

STAFF TOI

STAFF TOI

SERVBAY

LOCKERS

CORR

CORR

STAFF LCKR

STAFF LCKR

CORR

PAT RM 2B

STORAGE

SUBSTANCE

FREEZER

PRI TOIOFFICE

CORR

VAULT

WAITING RM

OFFICE

MAIL RM

OFFICE

OFFICE

CORR

EMS OFFICE

EMS ADMIN OFFICE

SERVBAY

CORR

CHIEF OFF

WAREHOUSE

OFFICE

STORAGE

CORR

STORAGE

TRANSPORTATION ELEV ELEV

VEST

GENERATOR

EQUIP RM

ELEC

SHAFT

FIRE PUMP

BOILERS/CHILLERS RM

GRAPH CTRL

BOILER RM

COMPACTOR

PAINT SHOP

STORAGE PAINT SHOP

OFFICE

AC UNIT

OFFICE

STRL UNIT

ELEC

MAINT

WASHING RM

PREP RM

WIPE DN RM

STORAGE

MECH

SUPPLY RM

OFFICE CONTROL RM RECEIVING TECH OFF

CORR

SERVBAY

EQUIP RM

LAB

EMS

RSRCH LAB

HSKPG

ANIMAL SUR

O.R.

SUPV OFFCHIEF OFF

DRESSING

ANIMAL PRE

STORAGE

REFUGE RM

RECOVERY

CORR

LAUNDRYCOLD RM

KITCHEN

EXPERIMENT

WARD ANIMAL WRD

CORR

CORR

NECROPSY

ANIMAL WRD

ANIMAL WRDANIMAL WRDANIMAL WRD

PROCEDURE

COLD RM

CORR

CORR

CORR

STORAGE

STAIR

BREAK RM

CORR

CORR

PATIENT EFFECTS

EXAM RM

EXAM RM

EXAM

EMS

SHOWER

EQUIP RM

ANTER OOM

PHARMACY

AGENT CASHIER

CORR

EXAM RM

EXAM

EXAM

EXAM

OFFICE EXAMEXAM

CORR

RECEPTION

SHAFT

ELEV

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PRPL HRT

PAT ADVOC

OFFICE DCNDT AFF

CORR

EXAM

EXAM

EXAM RMEXAMEXAM

WORK AREA

EXAM RMCAST RM-1

CORR

CORR

OFFICE

OFFICE

PROGRAM MGRAGENT ORG

WOMEN VETERANS

OFFICE

AMER. LGN

LAUNDRY

WAITING RM

OFFICE

LINEN

SUPPLY RM

EYE WASH

MTRL MGMNT

CHIEF OFF

CORR

PHRM CACHE

DISH

SEW

LINEN

KITCHEN

CORR

OFFICE

CORR

CORR

AUDITORIUM

OFFICE

EXAMOFFICEOFFICE

CORR

CORR

CORR

CAREGIVER

REHAB

STAFF TOI

CORR

REFRIGERAREFRIGERASTORAGE

CONTROL RM STORAGE

REFRIGERA FREEZER REFRIGERA FREEZER REFRIGERA

SUPV OFFOFFICE

CHIEF

PAT RM 1B

INFO CTR

EMS

STAFF LCKRSTAFF LCKR

PAT EFFECT

CONF RMLAUNDRY

NURSE STAT

BREAK RM

SACRISTY

MEDIT-CHPL NAVE

OFFICE OFFICE

CORR

STORAGE

OFFICEOFFICE

CORR

PAT RM 4B PAT RM 2B PAT RM 2B PAT RM 2B PAT RM 2B

PAT RM 1B

PAT RM 1B

PAT RM 4B

CORR

SOILED UTI

CLEAN UTIL

CORR

WAITING RM

NURSE STAT

CORR

CORR

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

SHARED OFFICE

SOCIAL WRK

DIR OFF

MNGR OFF

MNGR OFF

MED RM

SOILED UTI

CLEAN UTIL

PAT RM 2B

SHARED OFFICE

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

DINING

MECH

STORAGE

EMS

SOCIAL WRK MNGR OFF

RESTROOM

CONG BATH

PAT RM 2B

PAT RM 1B

PAT RM 1B

PAT RM 1B

MECH

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

SOILED UTI

WAIT AREA

CORR

WORK RM

OPERATORS

OFFICE OFFICE OFFICE OFFICE

CORR

OFFICE

OFFICE

FELLOW

OFFICE

OFFICE

OFFICE

RECREATION

RECREATION

WORK RM

PAT RM 1B

PAT RM 2B

CORR

PAT RM 2B PAT RM 2B

PAT RM 2B

PAT RM 4B

PAT RM 2B PAT RM 2B

CORR

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B

PAT RM 2B PAT RM 2B

PAT RM 2B PAT RM 2B

PAT RM 2B PAT RM 2B

PAT RM 2B

CORR

PAT RM 2B

REPORT RM

TRANSPORTATION

AMB CARE

SOCIAL WORK

ENTRANCE

MECH

EMS

EMS

DIETITIAN PAT TOIL

PAT LGE

PRI TOI

STAIR

BREAK RM PAT TOIL PAT TOIL PAT TOIL PAT TOIL RESTROOM

STORAGE

MED RM

MECH

NOURISH ST

EMS

RESTROOM

FAMILY DINING

RESTROOM

RESTROOM

OFFICE

LAUNDRY

BEH MED OFFICE

PAT RM 2B

PAT TOIL PAT TOIL PAT TOIL PAT TOIL

WAITING RM

STORA GE

PAT TOIL

PAT RM 2B

PAT TOIL

PAT TOIL

PAT TOIL

PAT TOIL

PAT TOIL

CORR

CORR

OFFICE

STORAGE

OFFICE

OFFICE

THERAPY RM

OFFICE

OFFICE

COURT

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OFFICE

WORK RM

RES TR OOM

MED RM

PAT TOIL

PAT TOIL

PAT TOIL

PAT TOIL

PAT TOIL

PAT TOIL

STAFF OFF

PAT TOIL

PAT TOIL PAT TOIL HOPTL BATH

HOPTL BATH

SHAFT

STAIR

PAT RM 1B

RESTROOM

RESTROOM

RESTROOM

RESTROOM

STORAGE

RESTROOM

RESTROOM

RESTROOM

RESTROOM

RESTROOM

PAT TOIL

PAT TOILPAT TOIL

PAT TOILPAT TOIL

PAT TOIL

SHAFT

STAIR

EQUIP RM

SERVBAY

CHIEF OFF

OFFICE

SECRETARY

CORR

UTIL RM

CHIEF OFF

SECRETARY

CORR

STAFF TOI

CORR

EMS

CORR

MEDIT-CHPL

RESTROOM

KITCHEN

MED RM

CONG BATH

RESTROOM

STORAGE

RESTROOM

STAFF TOI

STAFF TOI

SIGNAGE RM

STAIR

ELEV

ELEV

ELEV

MECH RM

ELEV LOB

ELEV

CORR

CORR

KITCHEN

CONG BATH

EMS

EMS

CHEMICAL

STORAGE

STORAGE

EQUIP RM

SERVBAY

SHAFT

CORR

CORR

HAS

REHAB COUNSELOR

CORR

ELEV LOB

ELEV

DMBWTR ACC

STAFF TOI

ELEV

SHAFT

TRANSITION

EMS

DUMBWAITER

STERILIZER

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ASSIST OFF

SHOP

MAIL RM

CORR

SERVBAY

EQUIP RM

SHAFT

BOOS PUMP

PUB TOILET

PUB TOILET

REPRODUCT

EMS CLOSET

STAIR

ELEV LOB

LOCKSMITH

PRI TOI

SUPV OFF

CORR

STAIR

OP PLANT

LOCKERS

TRANSPORTATION

CORR

STORAGE

EQUIP RM

ELEV

MAINT

MAINT

SHAFT

SERVBAY

EQUIP RM

COMPUTER

CLEAN

RESTROOM

LOBBY

PRI TOI

EMS CLOSET

REST RM

LOCKER

MALE TOILET

WOMENS

CORR

EXAM

EXAM

STAIR

CORR

OFFICE

VEST

INPATIENT PHARMACY

PHARMACY

EMS CLOSET

STAFF LCKR

DIR OFF

STAFF LCKR

ELEV

ELEV

ELEV

ELEV LOB

ELEV

ELEVATOR LOBBY

STORAGE

LAB

DARK RM

RESEARCH LAB

WASHING RM

MECH

CORR

MECH RM

CHIEF OFF

SHAFT

STAIR

CORR

ANIMAL WRD

ANIMAL SUR

CLEAN

AUTOCLAVE

DECON RM

FEED

STORAGE

CGWSH-DRTY

CAGEWASH

EQUIP RM

CGWSH-CLN

COLD RM

CIR

ANIMAL WRD

ANIMAL WRD

EQUIP RM

COLD RM

CORR

EMS

CORRSTORAGE

SHOWE R SHOWE R

INTERVIEW

ISOL RM

PRI TOI

TOILET

EXAM-TREAT

RESTROOM

CLEAN UTIL RESTROOM

EXAM RM

FAST TRACK

STORAGE

SHAFT

STAIR

STORAGE

MY HEALTH

PATIENT

EDUCATION

INTAKE INTAKE

OFFICEINTAKE

WAITING

TOILET

OFFICE

ELIGIBILITY

WAITING

CHECK-IN

ELIGIBILITY

OFFICE

ELIGIBILITY

OFFICE

ELIGIBILITY

OFFICE

ELIGIBILITY

OFFICE

ELIGIBILITY

OFFICE

INFORMATION

WOMENS

PUBLIC

RESTRM

MENS

PUBLIC

RESTRM

MAIN

ENTRANCE

VET SUPPORT

OFFICE

EXAM RM

STORAGE

STORAGE

CANTEEN

LOBBY

STORAGE

OFFICE

MECH RM

OFFICE

REHAB CARE

CO - ORDER OFFICE

ELECTRICAL

HALL

EXAM

CONF RM

MECH

ANIMAL SUR

VESTIBULE

EXAM

OFFICE

OFFICE EMS CHIEF

OFFICE

OFFICE

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

BARIATRIC

ROOM

BARIATRIC

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

RESIDENT ROOM

ADA/ABA

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LAUNDRY

HOUSEKEEPING

WOMEN'S

MEN'S

MEDS

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UTILITY

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ELEC.

COMM.

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RESIDENT

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ADA/ABA

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CORRIDOR

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RESTROOM

STAFF

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ADA/ABA

HAC

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CO-ORDINATOR

OFFICE

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CO-ORDINATOR

OFFICE

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OFFICE

EXAM

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SOCIAL WORKER

OFFICE

EXAM

EXAM

SUPERVISOR OFFICE

AMBULANCE

ENTRANCE

OFFICE OFFICE

ELEC RM

SOUND

BOOTH

SOUND

BOOTH

SOUND

BOOTH

/ HAC

OFFICEVTS PROGRAM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

RM

WAREHOUSE

DOCK

OFFICE

CHIEF OFFICE

WASHER

DRYER

SECURITY GATE

SECURITY GATE

OVER HEAD DOOR

OVER HEAD DOOR

OVER HEAD DOOR

UP

DN

UP

UP

UP

UP

DN

UP

DN

UP

UP

DN

UP

UP

U P

U P

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UP

UP

UP

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UP

UP

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U P

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UP

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UP

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UP

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EXISTING WALKWAY

SLOPE

LANDING

19 18 17

H

G

CLEAN

1C-27B

ANTE ROOM

1C-27A

VAULT

1C-27C

PHARMACY

1C-27

19 18 17

H

G

19 18 17

H

G

GENERAL NOTES

1. THE VA WILL RELOCATE SOME PHARMACY OPERATIONS TO

A TEMPORARY TRAILER AND TO ADJACENT ROOM (SEE

SHEET NOTES AND .)

2. THE PHARMACY FUNCTIONS THAT REMAIN WILL BE IN

OPERATION DURING CONSTRUCTION.

3. ANY WORK ON THE CORRIDOR MUST BE DONE AFTER

HOURS OR ON WEEKENDS. SEE NOTE

4. THE CONSTRUCTION BARRIERS SHOWN ARE ONLY A GUIDE

AND DO NOT RELIEVE THE CONTRACTOR FROM HIS

RESPONSIBILITY TO LAYOUT AND PROVIDE BARRIERS AS

DIRECTED IN COORDINATION WITH THE VA. CONSTRUCTION

BARRIES SHALL BE SEALED AND SHALL COMPLY WITH THE

VA INFECTION CONTROL REQUIREMENTS.

5. CONTRACTOR SHALL DEVELOP AND SUBMIT A PHASING

AND STAGING PLAN FOR VA APPROVAL.

2 9

SHEET NOTES

1 PROJECT AREA.

2 GENERAL AREA OF PHARMACY TEMPORARY RELOCATION

TRAILER.

3 GENERAL LOCATION OF CONTRACTOR'S TEMPORARY 1 HR

FIRE RATED CONSTRUCTION BARRIERS. PROVIDE ACCESS

DOOR AS REQUIRED.

4 MAINTAIN A 6'-0" MINIMUM CLEARANCE IN FRONT OF

PNEUMATIC TUBE STATION. CONTRACTOR SHALL PROVIDE

PHARMACY ACCESS TO THIS STATION AT ALL TIMES.

5 CONTRACTOR ACCESS.

6 WORK IN THIS AREA TO OCCUR AFTER HOURS OR ON

WEEKENDS.

7 (E) SMOKE COMPARTMENT PARTITION. CONTRACTOR SHALL

MAINTAIN THE INTEGRITY OF SMOKE BARRIES AT ALL TIMES

8 (E) PNEUMATIC TUBE STATION TO REMAIN IN SERVICE AND

OPERATIONAL DURING CONSTRUCTION.

LEGEND

EXISTING CONSTRUCTION TO REMAIN. (U.O.N.)

DEMOLISH OR REMOVE EXISTING

CONSTRUCTION.

(E) OR (N) 1HR FIRE RATED CONSTRUCTION.

PHARMACY RELOCATION AREAS

PROJECT AREA

L I C

E N S E D A R C H I T EC

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

C U s e rs \I v a ld o v in o s \D o c u m e n ts

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GC002

PHASING AND STAGING PLAN

D. DIMATJ. ALFARO

PHARMACY USP 797 & 800

FULLY SPRINKLERED

605-17-322

04/08/2019

VA MEDICAL CENTER, LOMA LINDA

1/4" = 1'-0"GC002

2 STAGING PLAN TRUE

NORTH

N.T.S.GC002

1 PHASING KEY PLAN TRUE

19 18 17

H

G

CLEAN

1C-27B

ANTE ROOM

1C-27A

VAULT

1C-27C

PHARMACY

1C-27D

CPT

4412 SW Corbett Avenue

Portland, OR 97239

503.248.1939

PBS Engineering and

Environmental Inc.

pbsusa.com

SCOPE OF WORK

ASBESTOS ABATEMENT NOTES:

1. REMOVE ASBESTOS-CONTAINING MATERIALS IN

ACCORDANCE WITH SPECIFICATION SECTION 02 82 13.

2. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY

WITH THE CONTRACTING OFFICER; THEIR FIELD

REPRESENTATIVE; OR THE VPIH TO COORDINATE

REMOVAL OF ASBESTOS CONTAINING MATERIALS.

3. ASBESTOS-CONTAINING BUILDING MATERIALS ARE

PRESENT IN AREAS IMMEDIATELY ADJACENT TO WORK

AREAS. ASBESTOS-CONTAINING MATERIALS THAT ARE TO

REMAIN SHALL NOT BE DISTURBED DURING

CONSTRUCTION ACTIVITIES. IF ASBESTOS-CONTAINING

MATERIALS ARE IMPACTED, STOP WORK, AND CONTACT

THE CONTRACTING OFFICER; THEIR FIELD

REPRESENTATIVE; OR THE INDUSTRIAL HYGIENIST.

4. IF ADDITIONAL SUSPECT ASBESTOS-CONTAINING

MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION

OR DEMOLITION ACTIVITIES THAT ARE NOT IDENTIFIED ON

THIS ABATEMENT DRAWING OR THE HAZARDOUS BUILDING

MATERIALS SURVEY REPORT, STOP WORK AND CONTACT

THE CONTRACTING OFFICER THEIR FIELD

REPRESENTATIVE; OR THE INDUSTRIAL HYGIENIST.

ASBESTOS-CONTAINING FLOOR TILE AND MASTIC TO BE

REMOVED

LEGEND:

GENERAL NOTES:

1. THIS DRAWING IS DIAGRAMMATIC. IT IS FOR GENERAL

MATERIAL LOCATION INFORMATION. CONTRACTOR SHALL

VERIFY ALL MATERIAL LOCATIONS AND QUANTITIES TO BE

REMOVED.

2. THE BUILDING WAS SURVEYED FOR SUSPECT

ASBESTOS-CONTAINING MATERIALS.

ASBESTOS-CONTAINING MATERIALS ARE KNOWN TO EXIST

IN OTHER PORTIONS OF THE BUILDING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant: K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

H R

E V

I T

U

S E

R

F

I L E

S L O

M A

L I N

D

P

H A

R M

A C

Y

U

S P

A

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H C e n t r a l d a n n y d i m a t u l a c r v t

P

M

ASB1

ASBESTOS ABATEMENT FLOOR PLAN PHARMACY USP 797 & 800

FULLY SPRINKLERED

605-17-322

04/08/2019

VA MEDICAL CENTER, LOMA LINDA

Revisions: Date: JABRD

KEY PLAN

ASBESTOS-CONTAINING FLOORING TO BE REMOVED IS

OVERLAID WITH CARPETCPT

AutoCAD SHX Text

ASBESTOS ABATEMENT FLOOR PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text

ASB1

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

INTERPRETATION OF DRAWINGS & SPECIFICATIONS

IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF

CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE

FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARLY DETAILED,

MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION

THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS OCCUR ON DRAWINGS AND/OR

SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL.

SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK DONE

BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE VA AT ONCE AND IN

WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT HAVING

GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THE NECESSARY APPROVAL,

DECISION OR INSTRUCTIONS IN WRITING FROM THE VA, THEN HE SHALL HAVE NO VALID CLAIM

AGAINST THE VA, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING

DAMAGE OR DEFECT. NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR

BE THE BASIS FOR ANY CLAIM AGAINST THE VA, ITS OFFICERS, EMPLOYEES OR AGENTS. THE

FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS IN

THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE ERROR IS

SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR ON NOTICE

THAT, SHOULD HE ELECT TO PROCEED, HE IS DOING SO AT HIS OWN RISK.

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.

SHOP DRAWING NOTE:

WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, PAPER FORMAT STRUCTURAL

SHOP DRAWINGS SHALL BE SUBMITTED IN THE FORM OF THREE COPIES MINIMUM OF EACH

SHEET. WHERE SUBMITTALS ARE ELECTRONIC, FORMAT SHALL BE PDF.

THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO

THE STRUCTURAL ENGINEER THAT HE UNDERSTANDS THE DESIGN CONCEPT BY INDICATING

WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL, AND BY DETAILING THE FABRICATION

AND INSTALLATION METHODS HE INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS.

DUPLICATION OF DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT

ACCEPTABLE.

PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE

STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT

NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED

BEAMS.

PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING

"REVIEWED FOR CONFORMANCE".

SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE

ORDERS.

ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS

SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".

SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE RESUBMITTAL

FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL CONTRACTOR.

RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL

CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.

SAFETY NOTE:

THE CONTRACTOR SHALL NOTIFY THE VA WHERE A CONFLICT OR DISCREPANCY OCCURS BETWEEN

THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT DOCUMENTS OR

EXISTING FIELD CONDITIONS. SUCH NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO

AFFECT THE CONSTRUCTION SCHEDULE. IN CASE OF A CONFLICT BETWEEN STRUCTURAL

DRAWINGS AND SPECIFICATIONS THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE

UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL

VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PRIOR TO COMMENCING ANY WORK.

WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO OBTAIN

THESE DRAWINGS FROM THE VA (IF THEY ARE AVAILABLE).

CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL

ENGINEER. UNUSED AMOUNT TO REVERT TO THE VA UPON COMPLETION OF THE JOB.

ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE REVIEWED BY

THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND

MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION

WILL BE ALLOWED.

DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER FOR ANY

DIMENSIONS NOT SHOWN.

THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY THE VA AND SIGNED BY

THE STRUCTURAL ENGINEER.

GENERAL NOTES

100SN001-1

IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS

THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE

STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.

THE VA AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE

CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF

ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION,

DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DRWGS WHEN REQUIRED TO

IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION WHETHER

SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS DURING

CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.

WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED IN

SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS OF

THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF SUCH

LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

A.

B.

C.

A.

B.

C.

D.

E.

F.

G.

A.

B.

C.

AB

(A)

ABV

ADD'L

AHU

ALT

APPROX

ARCH'L

(B)

BLKG

BLDG

BLW

BM

BMS

B.O.

BOF

BOT

BRCG

BRG

BTWN

CC

CG

CJ

CL

CLR

CMU

COL

COORD

CONC

CONN

COND

CONT

CONTR

CJP

CSK

DBL

DF

DL

DWG

(E)

EA

EF

EJ

ELEV

EN

EOS

EQ

EW

FB

FC

FDN

FF

FRMG

FS

FT

FTG

GA

GALV

GLB

GR

GYP

HDG

HD

HDR

HGR

HORIZ

HSB

HSS

HT

INFO

JH

K

LBS

LL

LLH

LLV

LOC

ANCHOR BOLT

"MEMBER" ABOVE

ABOVE

ADDITIONAL

AIR HANDLING UNIT

ALTERNATE

APPROXIMATE

ARCHITECTURAL

"MEMBER" BELOW

BLOCKING

BUILDING

BELOW

BEAM

BEAMS

BOTTOM OF

BOTTOM OF FOOTING

BOTTOM

BRACING

BEARING

BETWEEN

CENTER TO CENTER

CENTER OF GRAVITY

CONSTRUCTION JOINT

CENTERLINE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

COORDINATE

CONCRETE

CONNECTION

CONDITION

CONTINUOUS

CONTRACTOR

COMPLETE JOINT PENETRATION

COUNTERSINK

DOUBLE

DOUGLAS FIR

DEAD LOAD

DRAWING

EXISTING

EACH

EACH FACE OR EDGE FASTENER

EXPANSION JOINT

ELEVATION

EDGE NAILING

EDGE OF SLAB

EQUAL

EACH WAY

FACE OF BLOCK(OR BRICK) OR FLAT BAR

FACE OF CONCRETE OR FRAMING

CLIP (SIMPSON A35 UNO)

FOUNDATION

FINISH FLOOR

FRAMING

FACE OF STUD OR FAR SIDE

FIRE TREATED

FOOTING

GAUGE OR GAGE

GALVANIZED

GLUED LAMINATED BEAM

GRADE

GYPSUM

HOT DIPPED GALVANIZED

HOLDOWN

HEADER

HANGER

HORIZONTAL

HIGH STRENGTH BOLT

HOLLOW STRUCTURAL SECTION

HEIGHT

INFORMATION

JOIST HANGER

KIPS (1000 LBS)

POUNDS

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATION

LONG

LS

LWC

LWIC

MAX

MB

MECH'L

MFR

MI

MIN

MISC

MTL

MK

(N)

NIC

NS

NTS

NWC

O/

OH

OPNG

OSB

PC

PERP

PJP

PL

PT

REINF

REQ'D

REV

RWD

SC

SCH

SDS

SHTG

SIM

SEOR

SJ

SMS

SOG

SP

SQ

STD

STFNR

STGRD

STL

STR

SW

TBD

T&B T&G

THRD

TN

T.O.

TOC

TOF

TOS

TOW

TRANS

TYP

UNO

VERT

VIF

W/

W/O

WF

WP

WS

WWF

XS

XXS

Ø

LONGITUDINAL

LAG SCREW

LIGHTWEIGHT CONCRETE

LIGHTWEIGHT INSULATING CONCRETE

MAXIMUM

MACHINE BOLT

MECHANICAL

MANUFACTURER

MALLEABLE IRON

MINIMUM

MISCELLANEOUS

METAL

MARK

NEW

NOT IN CONTRACT

NEAR SIDE

NOT TO SCALE

NORMAL WEIGHT CONCRETE

OVER

OPPOSITE HAND

OPENING

ORIENTED STRAND BOARD

PIECE

PERPENDICULAR

PARTIAL JOINT PENETRATION

PLATE

PRESSURE TREATED

REINFORCING OR REINFORCEMENT

REQUIRED

REVISION

REDWOOD

SLIP CRITICAL

SCHEDULE

SELF-DRILLING SCREW

SHEATHING

SIMILAR

STRUCTURAL ENGINEER OF RECORD

SLAB CONTROL JOINT

SHEET METAL SCREW

SLAB-ON-GRADE

STRUCTURAL PANEL

SQUARE

STANDARD

STIFFENER

STAGGERED

STEEL

STRUCTURAL

SHEAR WALL

TO BE DETERMINED

TOP & BOTTOM

TONGUE & GROOVE

THREADED

TOE NAIL

TOP OF

TOP OF CONCRETE (SLAB UNO)

TOP OF FOOTING OR TOP OF FRAMING

TOP OF STEEL

TOP OF WALL

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERIFY IN FIELD

WITH

WITHOUT

WIDE FLANGE

WORK POINT

WOOD SCREW

WELDED WIRE FABRIC

EXTRA STRONG

DOUBLE EXTRA STRONG

AT

ROUND OR DIAMETER

AND

NUMBER OR POUNDS

PLUS OR MINUS

100SN003-1

ABBREVIATIONS

DESIGN CRITERIA

100SN002-1

CODES AND STANDARDS

2015 INTERNATIONAL BUILDING CODE

(IBC)

ASCE 7-10

ACI 318-14

AISC 360-10, 341-10, 358-10

TMS 402-13/ACI 530-13/ASCE 5-13

TMS 602-13/ACI 530.1-13/ASCE 6-13

2015 NDS, 2015 SDPWS

VA H-18-8 SEISMIC DESIGN

REQUIREMENTS

LATERAL LOADS

SEISMIC:

SITE CLASS D

Ss = 2.392; S =1.595 S = 1.095 ; S = 1.095

I = 1.0 TYPICAL

RISK CATEGORY: III

SEISMIC DESIGN CATEGORY: D

WIND:

V = 110 MPH,

RISK CATEGORY: III

EXPOSURE CATEGORY:C

GCPI =±0.18

2.

P

DS

1 D1

ULT

1.

TYPE

CONCRETE CONSTRUCTION - REQUIRED SPECIAL INSPECTIONS AND TESTS

110SN301-1

CONTINUOUS REFERENCED STANDARDPERIODIC

1. INSPECT REINFORCEMENT, INCLUDING

PRESTRESSING TENDONS, AND VERIFY

PLACEMENT.

ACI 318 CH. 20, 25.2, 25.3,

26.5.1-26.5.3

- X

2. REINFORCING BAR WELDING: AWS D.14

ACI 318: 26.5.4

A. VERIFY WELDABILITY OF REINFORCING

BARS OTHER THAN ASTM A706

B. INSPECT SINGLE-PASS FILLET WELDS,

MAXIMUM 5/16"

C. INSPECT ALL OTHER WELDS

- X

- X

X -

3. INSPECT ANCHORS CAST IN CONCRETE. X - ACI 318: 17.8.2

4. INSPECT ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS.

ACI 318: 17.8.2.4, 17.8.2

A. ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED

TENSION LOADS.

- X

B. MECHANICAL ANCHORS AND ADHESIVE

ANCHORS NOT DEFINED IN 4.A.

- X

5. VERIFY USE OF REQUIRED DESIGN MIX. ACI 318: CH. 19, 26.4.3,

26.4.4

- X

6. PRIOR…