Attachment 10 - 35_ Drawings - 612-165_12182019_Part1.pdf

x x x x x x x x x x x x x

North co nc

MARTINEZ, CA

MUIR ROAD

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CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

U.S. Department of Veterans Affairs

PROJECT LOCATION:

PROJECT TITLE:

BUILDING NUMBER:

ARCHITECT/ENGINEER OF RECORD:

BANCROFT ARCHITECTS + ENGINEERS

CONTRACT NUMBER:

STATION PROJECT NUMBER:

BAE PROJECT NUMBER:

CONSULTANTS:

REVIEW ONLY - NOT FOR CONSTRUCTION

12/18/2019

FINAL DESIGN BUILD PROPOSAL PACKAGE

12/18/2019

COVER SHEET A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

MA CR

612-165

G001

A/E DESIGN TO DEVELOP RFP FOR PARKING

STRUCTURE

612-165 36C26119C0018

17-115

150 MUIR ROAD

MARTINEZ, CA 94553

FINAL DESIGN BUILD

PROPOSAL PACKAGE

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

700 NICHOLAS BLVD. SUITE

ELK GROVE VILLAGE,

ILLINOIS 60007

847.952.9362 www.bancroft-ae.com

STRUCTURAL/PARKING CONSULTANT:

WALKER CONSULTANTS

601 CALIFORNIA ST, SUITE 820

SAN FRANCISCO, CA 94108

P: 415-644-0630 www.walkerconsultants.com

CIVIL:

CHAUDHARY & ASSOCIATES, INC.

211 GATEWAY ROAD WEST, SUITE 204

NAPA, CA 94558-6279

P: 707-255-2729

NOT TO SCALE

N

1 STATE MAP

NOT TO SCALE

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2 VICINITY MAP

NOT TO SCALE

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3 CAMPUS MAP

MUIR ROAD

Revisions: Date:

35% SCHEMATIC DESIGN (SD1) 08/15/2019

DESIGN BUILD PROPOSAL PACKAGE 10/11/2019

FINAL DESIGN BUILD PROPOSAL PACKAGE 12/18/2019

I A I D I 1 I 0 0 I - I 1 I

AREA MODULE

FLOOR LEVEL DESIGNATOR

DRAWING TYPE DESIGNATOR

DISCIPLINE DESIGNATOR (LEVEL 2)

DISCIPLINE DESIGNATOR (LEVEL 1)

DISCIPLINE DESIGNATOR (LEVEL 1)

G - GENERAL

H - HAZARDOUS MATERIALS

S - STRUCTURAL

A - ARCHITECTURAL

I - INTERIORS

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

SHEET IDENTIFICATOR

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CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

12/18/2019

GENERAL - DRAWING INDEX A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

MA CR

612-165

G002

FINAL DESIGN BUILD

PROPOSAL PACKAGE

DRAWING INDEX

PDF NUMBER Sheet Number DRAWING TITLE 35%

DESIGN BUILD PROPOSAL

PACKAGE

50 E003 ELECTRICAL COORDINATION BETWEEN 612-165 & 612-162 X

51 ED101 ELECTRICAL OVERALL DEMOLITION SITE PLAN X X

52 E101 ELECTRICAL OVERALL SITE PLAN X X

53 EL101 ELECTRICAL - LIGHTING PLAN - BASEMENT X X

54 EL102 ELECTRICAL - LIGHTING PLAN-GROUND FLOOR X X

55 EL103 ELECTRICAL - LIGHTING PLAN - SECOND FLOOR X X

56 EP101 ELECTRICAL - POWER PLAN - BASEMENT X X

57 EP102 ELECTRICAL - POWER PLAN - GROUND FLOOR X X

58 EP103 ELECTRICAL - POWER PLAN - SECOND FLOOR X X

59 ET 101 ELECTRICAL SECURITY, CODE CALL AND FIRE ALARM PLAN BASEMENT X X

60 ET 102 ELECTRICAL SECURITY, CODE CALL AND FIRE ALARM PLAN GROUND

FLOOR

X X

61 ET 103 ELECTRICAL SECURITY, CODE CALL AND FIRE ALARM PLAN SECOND

FLOOR

X X

62 EL 402 ELECTRICAL - LIGHITNG - ENLARGED STAIR PLANS X X

63 EP 401 ELECTRICAL - POWER ELEVATOR LOBBY & FIRE ALARM X X

64 EP 402 ELECTRICAL - POWER ELEVATOR & FIRE ALARM PLANS X X

65 EP 403 ELECTRICAL - POWER ENLARGED STAIR PLANS X X

66 E601 ELECTRICAL LOAD CALCULATION X X

10 - FIRE PROTECTION

67 FX001 GENERAL NOTES • X

68 FX101 FIRE PROTECTION - BASEMENT PLAN X X

69 FX102 FIRE PROTECTION - GROUND TIER PLAN X X

70 FX103 FIRE PROTECTION - SECOND TIER PLAN X X

71 FX500 FIRE PROTECTION DETAILS • X

72 FX800 FIRE PROTECTION - RISER DIAGRAM X

11-PLUMBING

73 P001 PLUMBING - GENERAL NOTES X X

74 P100 PLUMBING - UNDERGROUND PLAN X

75 P101 PLUMBING - BASEMENT PLAN X X

76 P102 PLUMBING - GROUND TIER PLAN X X

77 P103 PLUMBING - SECOND TIER PLAN X X

78 P501 PLUMBING - DETAILS X

79 P601 PLUMBING - RISER DIAGRAM X

80 P701 PLUMBING - SCHEDULE X

13-MECHANICAL

81 M001 MECHANICAL - GENERAL NOTES X

82 M101 MECHANICAL - GROUND TIER PLAN X X

83 M400 MECHANICAL SCHEDULE AND DETAILS X

DRAWING INDEX

PDF NUMBER Sheet Number DRAWING TITLE 35%

DESIGN BUILD PROPOSAL

PACKAGE

00-GENERAL

1 G001 COVER SHEET X X

2 G002 GENERAL - DRAWING INDEX X X

3 G1001 GENERAL - CONTRACTOR & BOD PROTOCOL NOTES X X

4 GI002 GENERAL - ABBREVIATIONS, SYMBOLS & MOUNT.HEIGHTS X X

5 GI101 GENERAL - CODE & BUILDING INFORMATION X X

6 GI200 GENERAL - LIFE SAFETY ORIENTATION PLAN X X

7 GI301 GENERAL - RENDERED VIZUALIZATION X X

01-CIVIL

8 CD101 CIVIL - DEMOLITION PLAN X X

9 CG101 CIVIL - PRELIMINARY GRADING PLAN X X

10 CS101 CIVIL - OVERALL SITE PLAN X X

11 CS102 CIVIL - SITE SURVEY X X

12 CU101 CIVIL - PRELIMINARY UTILITY PLAN X X

13 CE101 CIVIL- EROSION CONTROL PLAN X X

02-STRUCTURAL

14 SE001 STRUCTURAL - GENERAL NOTES X X

15 SE101 STRUCTURAL - BASEMENT TIER PLAN X X

16 SE102 STRUCTURAL - GROUND TIER PLAN X X

17 SE103 STRUCTURAL - SECOND TIER PLAN X X

18 SE301 STRUCTURAL - TYPICAL SLAB AND WALL DETAILS X X

20 SE302 STRUCTURAL - FOUNDATION DETAILS X X

19 SE303 STRUCTURAL - FOUNDATION SCHEDULES AND DETAILS X X

21 SE 410 STRUCTURAL - STAIR TOWER NO. 1 ENLARGED PLANS X X

22 SE 420 STRUCTURAL - STAIR TOWER NO. 2 ENLARGED PLANS X X

23 SE 501 STRUCTURAL - TYPICAL SLAB DETAILS X X

24 SE 502 STRUCTURAL - TYPICAL SLAB DETAILS X X

25 SE 520 STRUCTURAL - DETAILS X X

26 SE 610 STRUCTURAL - COLUMN SCHEDULE AND DETAILS X X

27 SE 620 STRUCTURAL - BEAM SCHEDULE AND DETAILS X X

28 SE 630 STRUCTURAL - BRIDGE PLAN AND SECTIONS X X

29 SE 705 STRUCTURAL - MOMENT FRAME ELEVATIONS X X

29 SE 706 STRUCTURAL - SHEAR WALL ELEVATIONS X X

02.1-PARKING

31 AG101 BASEMENT TIER STRIPING PLAN X X

32 AG102 GROUND TIER STRIPING PLAN X X

33 AG103 SECOND TIER STRIPING PLAN X X

34 AG500 STRIPPING & SIGNAGE DETAILS X X

35 AG501 SIGNAGE DETAILS X X

36 AG502 SIGN MOUNTING DETAILS X

03-ARCHITECTURAL

37 A101 ARCHITECTURAL - BASEMENT FLOOR PLAN X X

38 A102 ARCHITECTURAL - GROUND TIER PLAN X X

39 A103 ARCHITECTURAL - SECOND TIER PLAN X X

40 A201 ARCHITECTURAL - EXTERIOR ELEVATIONS X X

41 A202 ARCHITECTURAL - ENLARGED EXTER. BUILDING ELEVATIONS X X

42 A301 ARCHITECTURAL - BUILDING SECTION X X

43 A302 ARCHITECTURAL - STAIR SECTIONS X X

44 A401 ARCHITECTURAL - ENLARGED FLOOR PLANS X X

45 A402 ARCHITECTURAL - ENLARGED STAIR PLANS X X

46 VT101 ARCHITECTURAL - ELEVATOR INFORMATION X X

47 VT102 ARCHITECTURAL - ELEVATOR PLANS X X

08 - ELECTRICAL

48 E001 ELECTRICAL GENERAL NOTES X X

49 E002 ELECTRICAL SYMBOLS AND ABBREVIATIONS X X

Revisions: Date:

35% SCHEMATIC DESIGN (SD1) 08/15/2019

1 2 3 4 5 6 7 8 9 10

A

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F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

12/18/2019

GENERAL - CONTRACTOR &

BOD PROTOCOL NOTES

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

MA CR

612-165

G1001

FINAL DESIGN BUILD

PROPOSAL PACKAGE

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED

APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND

REGULATIONS ALONG WITH ALL RELATED VA DIRECTIVES, DESIGN GUIDES

AND MANUALS, SPECIFICATIONS AND STANDARDS PLUS ALL VA

REQUIREMENTS (FEDERAL AND LOCAL) THAT ARE PROJECT SPECIFIC TO THE

DOCUMENTED SCOPE OF WORK ON THIS SITE.

2. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE AND

WORKMAN'S COMPENSATION INSURANCE

3. CONTRACTOR SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK

FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND

COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR.

SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT

INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN

OTHER SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF CONTRACT

DOCUMENTS.

4. ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT DRAWINGS

SHALL BE TAKEN IN A SENSE AS A DIAGRAMMATIC REPRESENTATION OF ITS

INTENDED PLACEMENT AND DISTRIBUTION WITHIN THE GENERAL PROXIMITY

WHERE SHOWN. THE SIZE AND THE MEANS OF RUNNING DISTRIBUTION

SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY

CONNECTION, FITTING, OFFSET, SUPPORT ELEMENT, OR EVERY STRUCTURAL

DIFFICULTY THAT CAN BE ENCOUNTERED DURING THE INSTALLATION OF THE

WORK.

5. PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION

PURPOSES ONLY AND SHOULD NOT BE CONSTRUED TO INDICATE THE FULL

EXTENT OR LIMITS OF THE AREA(S) OF WORK.

6. ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES SYSTEMS

THAT FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT

ARE LOCATED WITHIN THE AREA OF WORK, THEREBY INTERFERING WITH THE

NEW CONSTRUCTION, SHALL BE REROUTED AND RELOCATED AS REQUIRED

TO MAINTAIN FULL SERVICE TO THE AFFECTED AREAS.

7. ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) OF

CONSTRUCTION ALONG WITH ALL PUBLIC PROJECT ACCESS ROUTES SHALL

BE PROTECTED FROM DUST AND DIRT THROUGH THE USE OF VA/COR

APPROVED DUSTPROOF PROTECTION. SEE THE OCCUPIED AREA

PROTECTION PROTOCOLS PROVIDED IN THE "GENERAL" DRAWINGS SECTION

AND COORDINATE ALL SITE SPECIFIC CONDITIONS IMPACTS ENCOUNTERED

WITH THE VA/COR.

8. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS.

9. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING ALL SHOP DRAWING REQUIREMENTS WITH ALL OF THE

AFFECTED TRADES, THE VA/COR AND WITH THE AE.

10. OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING ANY

DEMOLITION WORK OR NEW CONSTRUCTION, INCLUDING TEMPORARY

BARRICADES AND PROTECTION WORK.

11. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30 FOREMAN OR

EQUALLY QUALIFIED DIRECT REPRESENTATIVE ON THE JOB SITE AT ALL

TIMES.

12. EACH CONTRACTOR SHALL COOPERATE AND COORDINATE WITH THE

GENERAL/PRIME CONTRACTOR’S SUPERINTENDENT AND WITH THE FOREMAN

OF ALL OTHER TRADES IN ORDER THAT THERE BE NO DELAYS IN THE

EXECUTION AND COMPLETION OF THE WORK.

13. DURING CONSTRUCTION EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE

FIELD RECORDS OF ALL CONCEALED AND VISUALLY ACCESSIBLE WORK THAT

DIFFERS FROM THE CONTRACT DRAWINGS/DOCUMENTS. THESE AS-BUILT

MARKED-UP RECORD DRAWINGS/DOCUMENTS WILL BE KEPT UP TO DATE BY

THE GENERAL/PRIME CONTRACTOR AND PROVIDED TO THE VA/COR FOR

DISTRIBUTION AT THE COMPLETION OF THE PROJECT.

14. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY

PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE

DURING BOTH THE DEMOLITION AND CONSTRUCTION SEQUENCES OF WORK.

ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED AND REFINISHED TO A

"LIKE-NEW" CONDITION PRIOR TO THE VA/COR'S ACCEPTANCE OF THAT WORK.

15. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH,

REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION,

MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY

THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW

CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT,

MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF

WORK.

16. PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL

NEW CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE PROJECT

LIMIT LINES AS REQUIRED TO PROPERLY COMPLETE THE PROJECT SCOPE OF

WORK.

17. ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE AND MASONRY

CONSTRUCTION SHALL NOT DAMAGE EXISTING REINFORCING STEEL, PIPING,

CONDUITS OR OTHER CONCEALED CONSTRUCTION WITHIN. PRIOR TO

CORING, DRILLING, CUTTING OR PERFORMING ANY BREAKING EFFORTS,

PROVIDE PENETRATING FIELD X-RAYING OF THE INTENDED AREAS AND

DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH INTERFERENCES.

COORDINATE WITH AND OBTAIN VA/COR APPROVAL BEFORE PROCEED WITH

ANY SUCH REQUIRED PENETRATIONS WORK.

18. RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR

EQUIPMENT, WHICH MAY ALTER THE ARCHITECTURAL OR STRUCTURAL

CONSTRUCTION, MUST BE APPROVED FIRST BY THE VA/COR PRIOR TO

STARTING ITS RELOCATION.

19. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE

REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND

MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS

SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC

LOGISTICAL SEQUENCING REQUIREMENTS.

20. CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED

PER LOCATIONS SHOWN ON THE DRAWINGS AND AS DISCOVERED IN THE

FIELD. ALL PENETRATIONS ARE TO BE SEALED BY AN APPROVED UL

FIRESTOPPING SYSTEM. SEAL ALL EXISTING PENETRATIONS EXPOSED

DURING CONSTRUCTION AS PER THE APPROVED UL FIRESTOPPING SYSTEM

INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURE'S DESIGN

RECOMMENDATIONS FOR THE PROPER FIRE STOPPING MATERIAL TO BE USED

IN EACH SPECIFIC APPLICATION.

21. ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE CONSTRUCTION

BEING PENETRATED, SUCH AS WALLS, FLOORS, CEILINGS, PARTITIONS ETC.

AND SHALL COMPLY WITH ALL CODE REQUIREMENTS. USE ONLY A SINGLE

(FMRC) APPROVED MANUFACTURERS LINE OF PRODUCTS FOR ALL PROJECT

FIRESTOPPING.

22. THE BASIS OF DESIGN FOR ALL FIRE STOPPING WILL BE PRODUCTS AS

MANUFACTURED BY THE 3M COMPANY.

23. PROVIDE AN HOURLY RATED FIRESTOP AT ALL PENETRATIONS OF RATED

CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR EXISTING, AND AS A

DIRECT RESULT OF THE PROJECT DEMOLITION WORK OR NEW

CONSTRUCTION. WHERE COMBUSTIBLE PENETRANTS OCCUR USE A FIRE

RATED INTUMESCENT MATERIAL AND WHERE NONCOMBUSTIBLE

PENETRANTS OCCUR USE A FIRE RATED ENDOTHERMIC MATERIAL. ALL

FIRESTOPPING WORK MUST BE APPROVED BY THE VA/COR BEFORE

CONCEALED BY CONSTRUCTION.

1. ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES

WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING THE

COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR

EMPLOYEES, ALL OTHERS AND ARE TO BE IN CARE OF THE PROPERTY.

2. EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR

EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY

WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL

APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HAZARD

ACT, ALONG WITH ALL OTHER APPLICABLE GOVERNING REGULATIONS AND VA

REQUIREMENTS.

3. THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR SUBCONTRACTOR

SHALL INDICATE HIS/HER SATISFACTION AND FULL ACCEPTANCE OF THE

CURRENT SITE CONDITIONS REGARDING SAFETY AND THE NECESSARY

COMPLIANCE WITH ALL CONTRACT REQUIREMENTS REGARDING SAME. THE

CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS,

INJURIES, AND/OR DAMAGES INCURRED AS A RESULT OF ANY VISIBLE OR

KNOWN UNSAFE CONDITIONS THAT EXIST.

4. IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR THE

NECESSARY COMPLIANCE, THE CONTRACTOR OR SUBCONTRACTOR SHALL

INDICATE THE ACTIONS AND/OR DEVICES NECESSARY TO RENDER THE JOB-

SITE SAFE. IF THE WORK OF OTHER PARTIES, UPON INSPECTION, IS FOUND AT

ANY TIME TO BE UNSAFE THE CONTRACTOR OR SUBCONTRACTOR SHALL

IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL/PRIME

CONTRACTOR AND THE VA/COR. THE SUBMISSION OF A BID FOR ANY PORTION

OF WORK INCLUDED IN THIS CONTRACT SHALL ALSO INDICATE

ACKNOWLEDGMENT AND ACCEPTANCE OF THESE REQUIREMENTS.

5. PROJECT TO COMPLY WITH CALIFORNIA BAY ENVIRONMENTAL

REQUIREMENTS

SUMMARY DESCRIPTION:

1. THE BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS ARE TO BE FOLLOWED FOR ALL

CONTRACTOR PROPOSED EQUIVALENT SUBSTITUTIONS OR DEVIATIONS FROM THE BASE

BID/CONSTRUCTION DOCUMENTS.

2. AN EQUIVALENT SUBSTITUTION REPRESENTS ANY DEVIATION FROM THE CONTRACT DOCUMENTS ORIGINAL DESIGN INTENT, SCOPE OF WORK REQUIREMENTS, THE DETAILING OR SPECIFICATIONS.

3. NO SUCH EQUIVALENT SUBSTITUTION OR DEVIATION WILL BE ALLOWED WITHOUT FIRST GOING

THROUGH THE BOD COMPLIANCE PROTOCOLS PROCESS AND OBTAINING VA APPROVAL.

4. ONCE VA APPROVAL OF THE EQUIVALENT SUBSTITUTION OR DEVIATION REQUEST HAS BEEN

OBTAINED, THE FORMAL SHOP DRAWING PREPARATION AND SUBMITTAL PROCESS MAY BEGIN FOR

THAT WORK.

5. THE FOLLOWING BOD COMPLIANCE PROTOCOLS DEFINE IN DETAIL THE RESPONSIBILITIES AND THE

EVALUATION PROCESS ALONG WITH THE REQUIREMENTS AND PROCEDURES TO BE FOLLOWED

WHEN REQUESTING VA CONSIDERATION OF ANY PROPOSED EQUIVALENT SUBSTITUTION OR

DEVIATION.

BOD COMPLIANCE PROTOCOLS:

1. THE BOD COMPLIANCE PROTOCOLS APPLY TO ALL MATERIALS, EQUIPMENT, HARDWARE, FINISHES, CONTROLS, ENGINEERING SYSTEMS AND THEIR INCLUSIVE PARTS, DETAILED ASSEMBLIES, IMPACTED ELEMENTS OF WORK PLUS ALL RELATED DESIGN CRITERIA ELEMENTS AND SPECIFIED PARAMETERS THAT ARE CONTAINED WITHIN THE BID/ISSUED FOR CONSTRUCTION DRAWINGS AND SPECIFICATIONS

DOCUMENTATION, OR AS SPECIFICALLY REFERENCED BY SAME.

2. SPECIFIC DESIGN INTENT AND PERFORMANCE CHARACTERISTICS REQUIRING BOD COMPLIANCE ANALYSIS WILL VARY WITH EACH SPECIFIC ITEM BEING PROPOSED AS AN EQUIVALENT SUBSTITUTION

AND WILL NEED TO BE FULLY COMPARED AND ANALYZED TO ESTABLISH BOD EQUIVALENCY

COMPLIANCE.

3. CRITICAL DESIGN CHARACTERISTICS AND ELEMENTS ARE SPECIFIC TO EACH ITEM NEEDING CONSIDERATION AND COULD CONSIST OF, BUT NOT LIMITED TO, CRITERIA SUCH AS DIMENSIONAL

LOGISTICS, PERFORMANCE CHARACTERISTICS, CAPACITY, DUTY REQUIREMENTS, OPERATIONAL

EFFICIENCIES, ACOUSTICAL REQUIREMENTS, UTILITIES IMPACTS, CONNECTION ADJUSTMENTS, DETAILING DEPARTURES, FRAMING ALTERATIONS, ROUGH IN REQUIREMENTS, WEIGHT INCREASES AND/OR DISTRIBUTIONS, STRUCTURAL IMPACTS, ATTACHMENTS, SUPPORTS, FINISHES, AVAILABILITY, COMPATIBILITY, CONSTRUCTABILITY, WARRANTIES, SERVICE LIFE, MAINTENANCE REQUIREMENTS, ENVIRONMENTAL CONSIDERATIONS, LEED RELATED DESIGN CONSIDERATIONS, ETC.

4. A VERY CRITICALLY IMPORTANT DESIGN CHARACTERISTIC OF ALL BOD ITEMS NEEDING TO BE FULLY

EVALUATED AND PROPERLY COORDINATED WOULD BE THE DESIGN AND LAYOUT OF DIMENSIONAL

LOGISTICS REQUIREMENTS. THOSE CRITICAL PARAMETERS COULD CONSIST OF, BUT NOT LIMITED

TO, ALL DIMENSIONAL ELEMENTS THAT AFFECT SIZE, HEIGHT, WIDTH, DEPTH, THICKNESS,

PLACEMENT, SPACING, CLEARANCES, ACCESS, MOUNTING, CONNECTIONS AND LOCATION

REQUIREMENTS, INSTALLATION TOLERANCES, OPERABLE ELEMENT CLEARANCES, ETC., ALL OF

WHICH COULD IMPACT OTHER AREAS OF CONSTRUCTION OR COMPONENTS OF WORK REQUIRING

ADJUSTMENTS IN ORDER TO COMPLY WITH THE DESIGN INTENT.

5. CONTRACTORS WILL BE RESPONSIBLE TO FULLY IDENTIFY ALL PROPOSED EQUIVALENT

SUBSTITUTIONS, DEPARTURES, IMPACTS, ALTERATIONS AND ADJUSTMENTS FROM THE "BASIS OF DESIGN" INTENT TO THE GENERAL/PRIME CONTRACTOR DURING THE BIDDING PROCESS AND OBTAIN

THEIR APPROVAL BEFORE COMPLETING THEIR PRICING AND SUBMITTING A BID TO SAME.

6. IF A PROPOSED EQUIVALENT SUBSTITUTION ITEM WILL REQUIRE THAT ALTERATIONS AND/OR ADJUSTMENTS NEED TO BE MADE, TO THE WORK OF THE PROVIDING CONTRACTOR, THE WORK OF OTHER CONTRACTORS OR THE WORK OF THE VA, THE SUBMITTING CONTRACTOR SHALL BE FULLY RESPONSIBLE TO INFORM AND ADVISE THE GENERAL/PRIME CONTRACTOR OF ANY AND ALL SUCH NECESSARY IMPACTS REQUIRED AS A PART OF THEIR BIDDING AND FUTURE CONTRACTUAL SCOPE

OF WORK RESPONSIBILITIES.

7. THE CONTRACTOR PROPOSING THE EQUIVALENT SUBSTITUTION SHALL BE RESPONSIBLE FOR ALL RELATED WORK AND SHALL IDENTIFY, VERIFY, COORDINATE AND PROVIDE ENGINEERED SOLUTIONS FOR ALL IMPACT ISSUES AFFECTING INFRASTRUCTURE SYSTEMS, UTILITIES SERVICES, BUILDING

STRUCTURE, SURROUNDING ELEMENTS, AND SYSTEMS AFFECTED FROM WEIGHT DIFFERENTIALS,

REVISED LOADING CHARACTERISTICS, CONNECTION AND MOUNTING VARIANCES, INSTALLATION

CONFLICTS AND DETAILING ALTERATIONS OR ADJUSTMENTS, ETC. CAUSED BY THE EQUIVALENT

SUBSTITUTION REQUIREMENTS.

8. SPECIAL ATTENTION NEEDS TO BE PAID TO ANY SYSTEMS EQUIPMENT AND MATERIAL PERFORMANCE CHARACTERISTICS INCLUDING ALL ASPECTS OF THEIR DIMENSIONAL LOGISTICS FEATURES AND

REQUIREMENTS ALONG WITH ANY STRUCTURAL AND UTILITIES IMPACTS.

9. EACH EQUIVALENT SUBSTITUTION REQUEST ALONG WITH ANY AND ALL IMPACTS, VARIANCES, ALTERATIONS OR ADJUSTMENTS REQUIRED TO OTHER ELEMENTS OF WORK WILL ALSO REQUIRE

VA/CO APPROVAL(S) BEFORE ANY SUCH REQUEST IS DEEMED APPROPRIATE BY THE GOVERNMENT

AND ALLOWED TO PROCEED INTO THE NORMAL SHOP DRAWING PREPARATION, SUBMITTAL AND

REVIEW PROCESS.

10. NO REQUEST FOR AN EQUIVALENT SUBSTITUTION REVIEW IS ALLOWED TO BE MADE VIA A SHOP DRAWING SUBMISSION. ANY SUCH SUBMISSION WILL NOT BE REVIEWED AND WILL BE REJECTED AS

NON-CONFORMING WITH THE DESIGN INTENT AND NOTED THAT THE CONTRACTOR IS TO FOLLOW

THE STANDARD BOD COMPLIANCE PROTOCOLS.

11. ANY UNDOCUMENTED OR UNFORESEEN IMPACTS, VARIANCES, ALTERATIONS OR ADJUSTMENTS

REQUIRED TO ELEMENTS OF WORK AS A RESULT OF AN EQUIVALENCY SUBSTITUTION THAT

SURFACE DURING THE CONSTRUCTION PHASE SHALL IMMEDIATELY BE MADE KNOWN TO THE

GENERAL/PRIME CONTRACTOR WHO WILL IN TURN NOTIFY THE VA/COR. ALL SUCH UNDOCUMENTED OR UNFORESEEN CONDITIONS WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO THE

VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.

12. ANY NON-COMPLIANT EQUIVALENT SUBSTITUTIONS WORK FOUND TO BE IN PLACE DURING THE

CONSTRUCTION PHASE THAT HAD NOT GONE THROUGH THE BOD COMPLIANCE PROTOCOLS

APPROVAL PROCESS AND THAT DOESN’T HAVE THE VA/CO’S APPROVAL WILL BE SUBJECT TO

POSSIBLE REJECTION AND REMOVAL AS DETERMINED BY THE GOVERNMENT.

13. THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS SHALL NOT COMPROMISE ANY OF THE BOD PERFORMANCE CHARACTERISTICS NOR SHALL IT ENCUMBER ANY OF

THE ASSOCIATED DESIGN INTENT LAYOUT AND DIMENSIONAL LOGISTICS REQUIREMENTS.

14. ALL EQUIVALENT SUBSTITUTION INSTALLATIONS AND THEIR IMPACTS TO OTHER SOW ELEMENTS SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND VA REQUIREMENTS, PLUS ALLOW ANY SYSTEMS, EQUIPMENT AND/OR MATERIALS TO FUNCTION PROPERLY AND SAFELY.

15. COMPLY WITH ALL SWPP TREATMENT REQUIREMENTS.

GENERAL NOTES SPECIAL SAFETY NOTES BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS

A. ONCE APPROVED BY THE VA/COR THE CONTRACTORS SHALL PERFORM THEIR

FINAL COORDINATION EFFORTS AND BEGIN THE NORMAL SHOP DRAWING

PREPARATION AND SUBMITTAL PROCESS INCLUDING PROVIDING ANY

ADDITIONAL ENGINEERING WORK NECESSITATED BY THE EQUIVALENT

SUBSTITUTION.

B. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

ALL WORK ASSOCIATED WITH AND IMPACTED BY ANY EQUIVALENT

SUBSTITUTION ALONG WITH THE COMPLETE COORDINATION AND

MANAGEMENT OF THE WORK.

2. GENERAL/PRIME CONTRACTOR RESPONSIBLE FOR COORDINATION

A. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE TO FULLY

IDENTIFY, DOCUMENT, MAKE SUBMISSIONS, TRACK, COORDINATE,

OBTAIN APPROVALS AND INCLUDE THE COST OF ALL SUCH EQUIVALENT

SUBSTITUTIONS, VARIANCE MODIFICATIONS AND ALL IMPACT SCOPE OF WORK

IN THEIR BASE BID COST OF CONSTRUCTION AS WELL AS ALLOWED FOR

WITHIN THEIR PROJECT SCHEDULE.

B. THE GENERAL/PRIME CONTRACTOR SHORTLY AFTER CONTRACT

AWARD/EXECUTION SHALL NOTIFY AND COORDINATE WITH THE VA/COR, ALL

SUCH KNOWN EQUIVALENT SUBSTITUTION DEVIATION REQUESTS AND

POSSIBLE IMPACTS FROM THE SPECIFIC BOD REQUIREMENTS PROVIDED IN

THE DRAWINGS AND SPECIFICATIONS.

C. ALL SUCH DEVIATIONS, VARIANCES AND IMPACTS WILL BE FULLY IDENTIFIED,

DOCUMENTED AND SUBMITTED TO THE VA/COR FOR REVIEW, EVALUATION

AND DIRECTION(S) ON HOW TO PROCEED.

D. DOCUMENTATION BEFORE STARTING THE WORK. THEY WILL ALSO BE

RESPONSIBLE TO FULLY IDENTIFY AND COORDINATE SAME WITH ALL

AFFECTED SUBCONTRACTORS TO BE SURE THAT ALL SUCH WORK IS

INCLUDED IN THEIR BASE BID SCOPE OF WORK.

3. CONTRACTORS IDENTIFY PROPOSED EQUIVALENT SUBSTITUTION(S)

A. ALL CONTRACTORS, BEFORE SUBMITTING THEIR REQUEST FOR EQUIVALENT

SUBSTITUTION SHALL BE RESPONSIBLE TO HAVE FULLY VERIFIED AND

CERTIFIED IN WRITING THAT THE DESIGN CHARACTERISTICS OF THE ITEMS

THEY WILL BE SUBMITTING FOR BOD COMPLIANCE REVIEW MEETS OR

EXCEEDS THE DESIGN INTENT AND PERFORMANCE REQUIREMENTS AS

DESIGNED, DETAILED AND SPECIFIED.

4. CONTRACTORS PREPARE DETAILED COMPARISONS

A. THE REQUESTING CONTRACTOR SHALL PREPARE AND PROVIDE TO THE

GENERAL/PRIME CONTRACTOR A FULL LINE ITEM, SIDE-BY-SIDE COMPARISON

LISTING OF ALL BOD DESIGN AND MANUFACTURED CHARACTERISTICS

VERSUS THE SAME FOR THE EQUIVALENT SUBSTITUTION BEING PROPOSED.

B. ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITUTIONS

SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER

EACH REQUESTED SUBSTITUTION WITH A FULL AND DETAILED COMPARATIVE

DESCRIPTION OF ALL SPECIFICATIONS, PERFORMANCE CHARACTERISTICS,

CAPACITIES, WEIGHT, DIMENSIONAL LOGISTICS AND KNOWN DEVIATIONS

FROM THE ORIGINAL BOD.

5. CONTRACTORS IDENTIFY RELATED IMPACTS AND DEVIATIONS

A. THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY

AND DOCUMENT ALL PROPOSED EQUIVALENT SUBSTITUTION CAUSED

IMPACTS, DEVIATIONS AND MODIFICATIONS FROM THE ORIGINAL BOD

REQUIREMENTS WITH THE GENERAL/PRIME CONTRACTOR AS WELL AS ALL

AFFECTED CONTRACTORS.

B. SEE THE DETAILED PROTOCOL REQUIREMENTS FOR THE EXTENT OF

RESPONSIBILITIES AND DOCUMENTATION REQUIRED FOR THIS CRITICAL ITEM.

6. CONTRACTOR'S DOCUMENTATION TO GENERAL/PRIME CONTRACTOR

A. CONTRACTORS SHALL COORDINATE WITH THE GENERAL/PRIME CONTRACTOR

AS TO THE SPECIFIC DATE THAT EACH IS REQUIRED FOR THE COMPLETION OF

THEIR EQUIVALENT SUBSTITUTION UBMISSION REQUEST DOCUMENTATION

AND DELIVERY OF THE COMPLETED PACKAGE(S) TO THEM.

B. THE GENERAL/PRIME CONTRACTOR HAVING BEEN MADE FULLY AWARE OF

THESE POTENTIAL EQUIVALENCY SUBSTITUTIONS AND IMPACTS DURING THE

BIDDING PROCESS SHALL INCLUDE AND DOCUMENT THIS BOD PROCESS IN

THEIR DETAILED PROJECT SCHEDULE ALLOWING A SEPARATE TASK ITEM

TIMELINE WITH CRITICAL DATES AND PERFORMANCE TARGETS IDENTIFIED

AND TRACKED.

7. TRACKING LIST OF PROPOSED EQUIVALENT SUBSTITUTIONS AND IMPACTS

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL PREPARE A

COMPLETE MASTER LISTING, BY SPECIFICATION AND/OR DRAWING SECTIONS,

OF ALL PROPOSED EQUIVALENT SUBSTITUTION REQUESTS.

B. THIS MASTER LISTING WILL CONSIST OF A SUMMARY DESCRIPTION OF EACH

REQUEST ALONG WITH A BULLET POINT LISTING OF THE MAJOR IMPACTS AND

DEVIATIONS RESULTING FROM IT.

C. THIS DOCUMENT WILL BE PREPARED AS A SPREAD SHEET AND UTILIZED AS A

TRACKING TOOL FOR DOCUMENTING ALL SIGNIFICANT ASSOCIATED DATES,

ACTION ITEMS, CURRENT STATUS, REJECTIONS/APPROVALS AND ADDITIONAL

PERTINENT ISSUES AND ITEMS TO BE RECORDED AND TRACKED AS REQUIRED

BY THE VA/COR.

8. EQUIVALENCY REQUEST(S) SUBMITTED TO VA

A. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL SUBMIT TO THE

VA/COR FOR PRELIMINARY REVIEW A MASTER SUMMARY LISTING OF ALL

EQUIVALENT SUBSTITUTION REQUESTS WITH ANY/ALL IMPACTS IDENTIFIED.

B. A SEPARATE FULLY DETAILED SUBMISSION DOCUMENTATION PACKAGE SHALL

BE PREPARED FOR EACH SUBSTITUTION REQUEST AND WILL CONSIST OF

SEQUENCE ITEMS NUMBER 3, 4, 5 & 6 ALONG WITH ANY ADDITIONAL

PERTINENT INFORMATION DEEMED NECESSARY SUCH AS SKETCHES,

DETAILED DRAWINGS, ENGINEERING DESIGN AND CALCULATIONS, MORE

DETAILED DESCRIPTIONS, ETC.

9. VA REVIEW AND ACTION NOTIFICATION

A. THE VA/COR SHALL REVIEW EACH SUBSTITUTION REQUEST PACKAGE AND

TAKE SUCH ACTION AS DEEMED NECESSARY ON EACH. SUCH ACTION COULD

CONSIST OF REJECTION, APPROVAL OR DIRECTION ON PROVIDING MORE

DETAILED INFORMATION AND/OR CLARIFICATION(S) ON EACH SUBMISSION

AND/OR EACH IMPACT.

B. AS PART OF THE VA'S REVIEW PROCESS THE AE WILL ALSO BE INCLUDED IN A

SIMILAR FASHION TO THE SHOP DRAWING REVIEW PROCESS AND SHALL

CONSULT WITH THE VA/COR AND PROVIDE A RECOMMENDATION FOR THE

VA'S CONSIDERATION.

C. THE AE WILL REJECT IMMEDIATELY WITHOUT REVIEWING ANY SUBMITTAL

THAT IS DEEMED INCOMPLETE AND NOT IN COMPLIANCE WITH THE BOD

PROTOCOLS COMPLIANCE REQUIREMENTS.

D. IT SHOULD BE NOTED THAT IT IS NOT THE AE'S RESPONSIBILITY TO

RESEARCH, DOCUMENT AND PROVE EQUIVALENCE, THAT IS THE

REQUESTING/SUBMITTING CONTRACTOR'S RESPONSIBILITY AS PER THESE

PROTOCOLS. THE AE'S RESPONSIBILITY IS TO REVIEW AND ANALYZE THE

DETAILED COMPARATIVE DOCUMENTATION PROVIDED AND ADVISE THE

VA/COR ON WHAT WAS SUBMITTED.

10. VA APPROVAL ALLOWS SHOP DRAWING PROCESS TO BEGIN

A. PRIOR TO THE CONTRACTOR(S) BEING ALLOWED TO PROCEED WITH SHOP

DRAWING PREPARATION AND THE OFFICIAL SHOP DRAWING SUBMISSION(S)

PROCESS, THEY WILL FIRST NEED TO OBTAIN THE VA/COR APPROVAL(S) ON

EACH EQUIVALENT SUBSTITUTION REQUEST THAT WILL AFFECT THE SHOP

DRAWING PROCESS FOR THAT.

11. IMPLEMENTATION OF SUBSTITUTION(S) AND IMPACT(S)

GENERAL NOTES FOR CONTRACTORS: SEE ALL PROJECT GENERAL NOTES AND OTHER REQUIREMENTS INCLUDING THE LIFE SAFETY AND INFECTION CONTROL WORK LOCATED WITHIN THE GENERAL DRAWINGS SECTION. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A DIRECT PART OF THIS SECTION AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED HEREIN.

PROTECTION PROTOCOLS: VERIFY AND COORDINATE ALL PROTECTION REQUIREMENTS TO BE PROVIDED FOR EACH SPECIFIC AREA OR LOCATION OF SCHEDULED WORK WITH THE VA/COR, BEFORE BEGINNING ANY WORK. WHEN PERFORMING DEMOLITION WORK IN ANY OCCUPIED SPACES FOLLOW THE “OCCUPIED AREAS PROTECTION PROTOCOLS” UNLESS MODIFIED IN WRITING BY

THE VA/COR ON A CASE BY CASE BASIS.

1. BEFORE BEGINNING ANY DEMOLITION WORK EACH CONTRACTOR AND DISCIPLINE SHALL PERFORM A FULL EXAMINATION OF ALL AREAS OF WORK AND FULLY VERIFY ALL EXISTING CONDITIONS ALONG WITH ALL OF THE AREAS OF WORK FOR ANY UNFORESEEN CONDITIONS OR DISCREPANCIES FROM THE DOCUMENTATION THAT WOULD AFFECT THEIR WORK AND/OR THE WORK OF OTHERS. ANY UNFORESEEN CONDITIONS OR DISCREPANCIES DISCOVERED ARE TO BE IMMEDIATELY IDENTIFIED AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR WHO SHALL IN TURN DOCUMENT AND PROMPTLY REPORT ANY SUCH CONDITIONS DIRECTLY TO THE VA/COR FOR DIRECTION ON HOW TO PROCEED BEFORE ALLOWING ANY WORK TO BEGIN.

2. ALL REQUIRED DEMOLITION WORK IS NOT NECESSARY LIMITED TO WHAT IS ONLY SPECIFICALLY SHOWN OR DIRECTLY CALLED OUT ON THE DEMOLITION PLANS OR THAT IS ONLY SPECIFICALLY IDENTIFIED WITHIN THE DEMOLITION NOTES DESCRIPTIONS. THE INTENT OF THE DOCUMENTATION IS TO GENERALLY IDENTIFY THE MORE SPECIFIC MAJOR ELEMENTS OF WORK IN PLACE THAT SHALL REQUIRE REMOVAL AND/OR REWORK IN ORDER TO ACCOMPLISH THE DESIGN INTENT OF THE DOCUMENTS. THE FULL EXTENT OF DEMOLITION WORK COULD INCLUDE BUT NOT NECESSARILY BE LIMITED TO ALL AFFECTED LESSER ELEMENTS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, MEDICAL GASES, FIRE PROTECTION SPRINKLER SYSTEMS AND ALL ELECTRICAL SYSTEMS WORK INCLUDING HIGH AND LOW VOLTAGE POWER, COMMUNICATION SYSTEMS SUCH AS CCTV, SECURITY, IT DATA, LIFE SAFETY, FIRE PROTECTION, NURSE CALL, PA, BAS CONTROLS SYSTEMS, TEMPERATURE AND OTHERWISE, ETC.

3. ALL REQUIRED DEMOLITION WORK IS NECESSARY TO FACILITATE THE EXTENT OF BOTH THE NEW CONSTRUCTION WORK AS WELL AS TO FACILITATE THE REPLACEMENT, RELOCATION AND/OR THE REWORKING OF THE EXISTING SYSTEMS. ANY REWORKING OF THE CURRENT ELEMENTS AND COMPONENTS CURRENTLY NEEDING TO BE MODIFIED IN ORDER TO PROPERLY SUPPORT THE COMPLETED PROJECT SHALL BE PROVIDED AS INTENDED TO CONFORM WITH THE ORIGINAL DESIGN INTENT WHETHER SPECIFICALLY CALLED FOR IN GREAT DETAIL WITH EVERY ANCILLARY ELEMENT FULLY NAMED AND IDENTIFIED OR AS CALLED OUT AS A GENERAL COMPONENT PORTION OF WORK THAT NEEDS TO BE PROPERLY REMOVED IN ORDER TO COMPLETE THE SCOPE OF WORK AS INTENDED TO COMPLY WITH ALL BASES OF DESIGN REQUIREMENTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE DEMOLITION AND REMOVAL OF ALL EXISTING WALLS, CEILINGS, SUSPENSION SYSTEMS, FLOORING, ELECTRICAL, TELEPHONE AND PLUMBING CONSTRUCTION AS WELL AS ALL MATERIALS, FINISHES AND EQUIPMENT THAT IS NOT SPECIFICALLY SHOWN OR CALLED FOR AS REQUIRED TO FACILITATE THE NEW CONSTRUCTION WORK INSIDE THE CONTRACT AREA, THE ADJACENT SPACES AND THE SPACES ABOVE AND BELOW. SOME ADDITIONAL ITEMS THAT MAY NOT BE SPECIFICALLY SHOWN IN GREAT DETAIL ON THE DEMOLITION PLAN THAT ARE A PART OF THE DEMOLITION WORK, BUT NOT LIMITED TO, ARE CASEWORK, SHELVING, BRACKETS, STANDARDS, DOOR HARDWARE, MISCELLANEOUS OTHER HARDWARE, SIGNAGE, FLOORING MATERIALS, WALL BASE, WOOD GROUNDS, WALL COVERING MATERIALS, BACKING LINERS OR BOARDS, ANY REMAINING MASTIC, GROUT, CAULKING AND SEALANTS, EXPOSED ANCHORS AND FASTENERS, FRAMING MATERIALS, BACKER BOARDS OR METAL PLATES, CHAIR RAILS, BRACKETS, HOOKS, SURFACE MOUNTED

OR RECESSED ACCESSORIES, PRIVACY CURTAINS AND TRACKS, ETC.

5. ALL DEMOLITION WORK SHALL BE PERFORMED IN A SYSTEMATICALLY SAFE FULLY SUPERVISED COORDINATED AND PROPERLY MANAGED SEQUENCE OF WORK UNDER THE DIRECT SUPERVISION OF THE GENERAL/PRIME CONTRACTOR’S SUPERINTENDENT AND/OR THEIR MANAGEMENT PERSONNEL INCLUDING THE PERFORMANCE OF ANY ANCILLARY ELEMENTS OF

SELECTIVE DEMOLITION.

6. ALL DEMOLITION, THE HANDLING OF MATERIALS AND EQUIPMENT ALONG WITH THE MOVEMENT OF THESE ELEMENTS THROUGHOUT THE FACILITY SHALL BE PERFORMED SO AS TO PREVENT DAMAGE TO ADJACENT IMPROVEMENTS AND FACILITIES TO REMAIN AS WELL AS TO PROVIDE SAFETY FOR ALL TRADESPEOPLE, STAFF, RESIDENTS/PATIENTS, VISITORS AND SERVICE

PROVIDERS.

7. PROVIDE ALL PHYSICAL AND ENVIRONMENTAL PROTECTIVE MEASURES AS REQUIRED BY THE PROJECT DOCUMENTS, VA FEDERAL AND LOCAL REQUIREMENTS, APPLICABLE OSHA REGULATIONS, THE STATION AND ALL LOCAL INFECTION CONTROL AUTHORITIES, NFPA REQUIREMENTS, THE VA/COR AND ALL OTHER REGULATORY AGENCIES AND VA AUTHORITIES HAVING

JURISDICTION OVER THIS PROJECT.

8. PROVIDE ALL TEMPORARY PARTITIONS, PROTECTION, DOOR ACCESS UNITS, ENCLOSURES, WALKWAYS, FENCING, RAILINGS, CANOPIES, AIR FILTRATION DEVICES, VESTIBULES, AIRLOCKS, ETC., WHERE REQUIRED BY THE CONTRACT DOCUMENTS, THE VA/COR AND ALL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND SHALL BE SURE TO MAINTAIN ADEQUATE AND SAFE EMERGENCY MEANS OF EGRESS FROM ALL AREAS. ALL SUCH WORK NEEDING TO BE PROVIDED WILL REQUIRE VA/COR REVIEW AND APPROVAL BEFORE BEGINNING ANY OF SUCH

WORK.

9. GREAT CARE SHALL BE TAKEN WHEN PERFORMING SELECTIVE DEMOLITION IN THE UTILIZATION OF MORE SENSITIVE AND LESS EVASIVE METHODS OF DEMOLITION/REMOVAL, AS WELL AS PROVIDING THE APPROPRIATE ENHANCED PROTECTIVE BARRIERS IN ORDER TO PROVIDE FOR THE LEAST AMOUNT OF DAMAGE TO THE WORK THAT IS TO REMAIN IN PLACE. EXISTING FINISHED SURFACES, MATERIALS AND EXPOSED EQUIPMENT THAT WOULD RECEIVE SIGNIFICANT AMOUNTS OF SURFACE DAMAGE AND WOULD REQUIRE SIGNIFICANT AMOUNTS OF PATCHING, REPAIRS AND REFINISHING WORK SHALL BE DEEMED AS DAMAGED AND UNUSABLE AND WILL NEED TO BE REPLACED IN WHOLE BY THE RESPONSIBLE CONTRACTOR AND ITS

REPLACEMENT ONCE COMPLETED WILL NEED TO RECEIVE VA/COR APPROVAL.

10. WHERE EXISTING FLOOR FINISHES ARE TO BE FULLY REMOVED TO ALLOW FOR THE INSTALLATION OF NEW, PROVIDE FOR THE COMPLETE REMOVAL OF THE EXISTING FLOOR FINISHES ALONG WITH ALL ASSOCIATED ATTACHMENT SYSTEMS SUCH AS MASTICS, ADHESIVES, TACKLES STRIPS, STAPLES, SETTING BEDS OF GROUT, MORTAR OR CONCRETE, CARPET PADDING, ATTACHED SUBFLOORING MATERIALS, ETC. AS REQUIRED TO GET DOWN TO THE EXISTING STRUCTURAL FLOOR SUBSTRATE THAT CAN BE PROPERLY PATCHED, REPAIRED, LEVELED AND

MADE READY TO RECEIVE THE NEW FLOOR FINISHES.

11. ITEMS INDICATED TO BE REMOVED AND SALVAGED FOR THE VA SHALL REMAIN THE VA’S PROPERTY AND SHALL BE CAREFULLY REMOVED, CLEANED AND PROTECTED FROM DAMAGE BY THE CONTRACTOR RESPONSIBLE AT ALL TIMES. ALL SUCH ITEMS INDICATED TO BE SALVAGED WILL BE PACKAGED AND/OR CRATED AS REQUIRED BY THE VA/COR TO PROPERLY PROTECT THEM FROM DAMAGE CAUSED BY THE HANDLING, MOVING AND/OR THE STORAGE OF THESE ITEMS. ALL PACKAGES AND/OR CRATES OF ITEMS SHALL HAVE THEIR CONTENTS CLEARLY MARKED AND FULLY IDENTIFIED ON BOTH THE TOP AND ONE SIDE OF EACH CONTAINER TO BE COORDINATED WITH AND APPROVED BY THE VA/COR. DELIVER ALL SALVAGED MATERIALS TO THE LOCATIONS INDICATED IN THE PROJECT DOCUMENTATION OR TO THE GOVERNMENTS DESIGNATED STORAGE FACILITY ON THE STATIONS CAMPUS AS DIRECTED BY THE VA/COR.

12. UNLESS OTHERWISE INDICATED OR STATED TO BE SAVED, SALVAGED OR IDENTIFIED AS NEEDING TO REMAIN OR BE RELOCATED AND/OR REUSED, ALL ITEMS IDENTIFIED TO BE REMOVED, DEMOLISHED, SCRAPED, ETC. BECOMES THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR AND AS SUCH IT IS THEIR RESPONSIBILITY TO REMOVE ALL SUCH ITEMS FROM THE SIT

ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE VA/COR.

13. DEMOLITION ITEMS OF VALUE TO THE CONTRACTOR(S) ARE NOT TO BE STORED ON SITE AND NEED TO BE REMOVED ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE VA/COR.

14. ALL ITEMS OF WORK THAT ARE IDENTIFIED AS EXISTING TO BE REMOVED AND REUSED/REINSTALLED SHALL BE CAREFULLY DISCONNECTED, DETACHED, REMOVED AND DISASSEMBLED AS

REQUIRED FOR CONVENIENCE AND EASE OF HANDLING, MOVING, STORAGE AND FOR THEIR PROTECTION FROM DAMAGE. ALL SUCH ITEMS ARE TO BE INDIVIDUALLY WRAPPED, BOXED OR PLACED IN CARTONS FOR THE EASE OF HANDLING THE MATERIALS AND THEIR PLACEMENT IN A VA/COR IDENTIFIED PROTECTED STORAGE AREA (TBD) LOCATED ON THE STATION BUT NOT NECESSARILY CONVENIENT TO THE SITE OF THE WORK. EACH ITEM SHALL BE FULLY CLEANED, FREE FROM DAMAGE, PREPARED FOR SERVICE AND FULLY TESTED TO VERIFY ITS ABILITY FOR PROPER FUNCTIONAL REUSE PRIOR TO BEING PLACED IN STORAGE. THE CONTRACTOR TAKES RESPONSIBILITY FOR AND CERTIFIES ITS PERFORMANCE CAPABILITIES AND THE FACT THAT IT IS NOT DAMAGED AND FULLY CAPABLE FOR REUSE WHEN READY FOR ITS REINSTALLATION. IN THE EVENTUALITY THAT AN ITEM IS ULTIMATELY FOUND TO BE DAMAGED OR INOPERABLE AT THE POINT OF REINSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A NEW ITEM/DEVICE ALONG WITH ALL ANCILLARY SUPPORT WORK AND

EQUIPMENT NECESSARY TO FULLY REPLACE THE EXISTING.

15. WHERE EXISTING MATERIALS, ITEMS OR EQUIPMENT ARE TO BE REMOVED FOR THEIR REPLACEMENT IN THE SAME LOCATION BY THE SAME OR SIMILAR NEW MATERIALS, ITEMS OR EQUIPMENT, CAREFULLY DISCONNECT, DETACH, DISASSEMBLE IF REQUIRED, REMOVE AND DISPOSE OF THE ITEMS INDICATED ALONG WITH ANY AND ALL ANCILLARY SYSTEM

COMPONENTRY OR SUPPORT ITEMS ADDITIONALLY IDENTIFIED OR REQUIRED TO BE REPLACED.

16. WHERE STRUCTURAL SUPPORT OF EXISTING CONSTRUCTION ELEMENTS OR PORTIONS OF STRUCTURAL ELEMENTS TO REMAIN IS REQUIRED THE RESPONSIBLE CONTRACTOR PERFORMING THE WORK SHALL PROVIDE AND MAINTAINING ALL NECESSARY STRUCTURAL SUPPORTS, SHORING, STIFFENERS, BRACING, BEAMS, COLUMNS, FOOTINGS AND SUPPORTS AS NECESSARY TO ENSURE THE STABILITY OF THE ELEMENTS BEING SUPPORTED AND TO ADEQUATELY DISTRIBUTE ANY TEMPORARY LOADING SO AS NOT TO OVER LOAD ANY OF THE EXISTING STRUCTURE AND THE CONSTRUCTION BELOW. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL STRUCTURAL ENGINEERING ANALYSIS, CALCULATIONS AND SOLUTIONS FOR PROVIDING ANY SUCH WORK AND WILL NEED TO PROVIDE ALL SUCH PROPER DOCUMENTATION PREPARED BY A LICENSED STRUCTURAL ENGINEER TO THE VA/COR AS A SHOP DRAWING SUBMITTAL

FOR PROPER REVIEW AND APPROVAL BEFORE BEING ALLOWED TO BEGIN ANY SUCH WORK

17. ALL EXISTING CONSTRUCTION OR ITEMS INDICATED TO REMAIN IN PLACE AND OPERATION SHALL BE PROTECTED FROM DAMAGE BOTH DURING THE DEMOLITION OPERATIONS AS WELL AS THE NEW CONSTRUCTION EFFORTS. WHERE PRACTICABLE, AND WITH THE VA/COR'S APPROVAL, THE CONTRACTOR MAY ELECT TO REMOVE SUCH ITEMS TO A SUITABLE STORAGE LOCATION DURING THE DEMOLITION PHASE AND THEN PROPERLY CLEAN AND REINSTALL THE ITEMS WHEN APPLICABLE. IN NO CASE SHALL ANY LIFE SAFETY DEVICES, SYSTEMS OR MEASURES BE COMPROMISED BY THE TEMPORARY REMOVAL OF ANY NECESSARY ELEMENTS OF WORK, FOR THE CONVENIENCE OF THE CONTRACTOR, THAT WERE NOT PROPERLY

REPLACED IN KIND WITH A SIMILAR PROPERLY OPERATING TEMPORARY DEVICE.

18. DURING THE COURSE OF SELECTIVE DEMOLITION OR REMOVAL OPERATIONS AND THE EXISTING SUBSTRATE MATERIALS/CONSTRUCTION IS DAMAGED BEYOND REASONABLE REPAIR, THE CONTRACTOR SHALL BE RESPONSIBLE TO FULLY REPLACE THE ENTIRE DAMAGED SECTION AND/OR SECTIONS. THIS DAMAGED AREA SHALL BE REMOVED AND REPLACED AS REQUIRED TO REPAIR THE SUBSTRATE TO A LIKE NEW CONDITION THAT CONTAINS NO IRREGULAR JOINT CONNECTIONS, CONDITIONS, DEFECTS, WEAKNESS OR WILL CAUSE ADVERSE EFFECTS THAT WILL RESULT IN ANY DIFFERENTIAL FINISHED SURFACE CONDITIONS OR AREAS OF JOINT WEAKNESS THAT WILL RESULT IN SURFACE CRACKING AND BE APPARENT THAT THE CONDITION IS IN

FACT A PATCH/REPAIR.

19. REFER TO ALL ENGINEERING DISCIPLINE DRAWINGS AND DOCUMENTATION FOR THE BASIC EXTENT BEING REQUIRED FOR ALL INFRASTRUCTURE AND SYSTEMS DEMOLITION AS WELL AS FOR IDENTIFYING ALL EXISTING EQUIPMENT, PIPING, CONDUITS, DUCTWORK, WIRING, CONTROLS, ETC. THAT ARE INTENDED TO REMAIN WITHIN ANY OF THE AREAS OF DEMOLITION, THE

AREAS OF REWORKING OF EXISTING SYSTEMS AND THE AREAS OF NEW WORK.

20. UNLESS OTHERWISE NOTED ALL EXISTING PARTITION CONSTRUCTION WITHIN THE PROJECT AREA OF WORK SCHEDULED TO RECEIVE NEW FINISHES SHALL HAVE ALL EXISTING FINISHES REMOVED INCLUDING BUT NOT LIMITED TO ALL CERAMIC TILE, VINYL WALL COVERING, WOOD PANELING, WAINSCOT MATERIALS, GROUT, MASTIC, WALL COVERING BACKING, WALL BASE, ADHESIVE, STAPLES, EXPOSED FASTENERS, ETC. SUCH THAT THE SUB-STRAIGHT WALL/PARTITION SURFACES REQUIRE NO FURTHER DEMOLITION AND ARE PREPARED TO RECEIVE ALL REQUIRED PATCHING, REPAIRS, RESURFACING AND REFINISHING AS REQUIRED TO RECEIVE THE NEW FINISHES.

21. ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) OF CONSTRUCTION ALONG WITH ALL PUBLIC PROJECT ACCESS ROUTES SHALL BE PROTECTED FROM DUST AND DIRT THROUGH THE USE OF VA/COR APPROVED DUSTPROOF PROTECTION. SEE THE OCCUPIED AREA PROTECTION PROTOCOLS PROVIDED IN THE "GENERAL" DRAWINGS SECTION AND

COORDINATE ALL SITE SPECIFIC CONDITIONS IMPACTS ENCOUNTERED WITH THE VA/COR.

22. ALL NEW WORK ALONG WITH ANY PORTIONS OF EXISTING EQUIPMENT, MATERIALS OR REWORKED ELEMENTS WHEN COMPLETED SHALL FULLY COMPLY WITH ALL BASES OF DESIGN

REQUIREMENTS.

23. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH THE DEMOLITION AND CONSTRUCTION SEQUENCES OF WORK. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED AND REFINISHED TO A "LIKE-NEW" CONDITION PRIOR TO THE VA/COR'S ACCEPTANCE OF THAT

WORK.

24. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC.

BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF WORK.

25. PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL NEW CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE PROJECT LIMIT LINES AS REQUIRED TO

PROPERLY COMPLETE THE PROJECT SCOPE OF WORK.

26. ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE AND MASONRY CONSTRUCTION SHALL NOT DAMAGE EXISTING REINFORCING STEEL, PIPING, CONDUITS OR OTHER CONCEALED CONSTRUCTION WITHIN. PRIOR TO CORING, DRILLING, CUTTING OR PERFORMING ANY BREAKING EFFORTS, PROVIDE PENETRATING FIELD X-RAYING OF THE INTENDED AREAS AND DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH INTERFERENCES. COORDINATE WITH AND OBTAIN VA/COR APPROVAL BEFORE PROCEEDING WITH ANY SUCH REQUIRED

PENETRATIONS WORK.

27. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC LOGISTICAL SEQUENCING REQUIREMENTS OR AS APPROVED BY THE VA/COR.

GENERAL DEMOLITION NOTES

BOD EQUIVALENT SUBSTITUTIONS PROCESS SEQUENCE:

1. BIDDING PHASE

A. ALL BOD PROPOSED EQUIVALENT SUBSTITUTIONS, DEVIATIONS AND ASSOCIATED IMPACTS SHALL BE FULLY IDENTIFIED AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR(S) DURING THE BIDDING PROCESS SUCH THAT THE COST OF ALL ASSOCIATED BOD SUBSTITUTION MODIFICATIONS, REQUIRED DEVIATIONS AND SCOPE OF WORK IMPACTS DIRECTLY AFFECTING OTHER TRADES

SHALL BE INCLUDED IN THE BASE BIDS OF ALL AFFECTED CONTRACTORS.

Revisions: Date:

35% SCHEMATIC DESIGN (SD1) 08/15/2019

EARTH

GRAVEL

CONCRETE

CONCRETE MASONRY UNIT

STEEL/STAINLESS STEEL

ALUMINUM

RIGID INSULATION

MORTAR/SAND/STUCCO/GYPS

UM BOARD SURFACE

SECTION NUMBER

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHERE

DRAWN

NAME OF LEVEL

HEIGHT ABOVE

PROJECT DATUM

XXX

X

XXXX

BUILDING &

WALL SECTION

EXTERIOR ELEVATION

DETAIL BUBBLE

SECTION DETAIL

INTERIOR ELEVATION

(MULTIPLE)

INTERIOR ELEVATION

(SINGLE)

PARTITION TYPE

WINDOW NUMBER

DOOR NUMBER

ROOM TAG

ELEVATION TAG

DRAWING TITLE AND SCALE

EQUIPMENT NUMBER

NOTE:

SEE CORRESPONDING NUMBERED LIST ON

SHEET WHERE TAG OCCURS UNLESS NOTED

OTHERWISE.

Room name

XXX

ELEVATION

0'-0"

TRUE

NORTH

PROJECT

NORTH

1 View Name 1/8" = 1'-0"

NORTH ARROW

N

REVISION NUMBER

X

XXXX

X

XXXX

X

XXXX

X

X

X

X

ELEVATION NUMBER

AND SHEET WHERE

DRAWN

XXXX

X

XX

XX

XXX REVISION

NUMBER

ROOM

NAME

ROOM

NUMBER

ELEVATION

NUMBER

SHEET WHERE

DRAWN

ELEVATION

NUMBER AND

DIRECTION OF

VIEW

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHERE

DRAWN

/ XXXXX

KEYNOTE TAG

CLOCK OR

CLOCK

OUTLET

MANUAL FIRE

ALARM PULL

STATION

LIGHT

SWITCH &

DIMMER

DUPLEX

OUTLET

DUPLEX

OUTLET

TELECOMM

OUTLET

THERMOSTAT SPECIAL

PURPOSE

OUTLETS

SPECIAL

PURPOSE

OUTLETS

JUNCTION BOXRACEWAY

4'

0"

4' -0

" M

AX

H

IG

H R

EA

C

H

3' -0

" M

IN

F O

R C

O N

TR

O

LS

1' -3

" M

IN

L O

W R

EA

C

H

1'

6"

CARD READER,

LOCAL ALARM, OR

ARMING STATION

SWITCH AT

DOOR OR

CASED

OPENING

AUDIBLE

AND/OR

VISUAL FIRE

ALARM

SECURITY

STROBE

LIGHT

(BLUE

LIGHT)

FIREMAN'S

TELEPHONE

JACK

DISCONNECT

SWITCH &

MOTOR

STARTER

EMERGENCY

STROBE OR

LIGHT AND/OR

NURSE CALL

LIGHT

8" TYP

4'

0"

7'

2"

7'

2"

4'

0" 5'

6"

7'

2"

FEC OR

FHV

CABINET

ELECTRICAL

PANELBOARD

(FLUSH MTD)

ELECTRICAL

PANELBOARD

(SURFACE MTD)

3'

6"

6'

0"

2'

3" M

AX

6'

0"

3'

0" M

IN

F

O R

C O

N

TR

O

LS

4'

0" M

AX

H

IG

H

R

EA

C H

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

12/18/2019

GENERAL - ABBREVIATIONS,

SYMBOLS & MOUNT.HEIGHTS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

MA CR

612-165

GI002

FINAL DESIGN BUILD

PROPOSAL PACKAGE

S

S SOUTH S

SAN SANITARY S

SCHED SCHEDULE S

SF SQUARE FOOT (FEET) S

SHT SHEET S

SIM SIMILAR S

SOW SCOPE OF WORK S

SPEC SPECIFICATION S

SPKLR SPRINKLER S

SPKR SPEAKER S

SQ SQUARE S

SS STAINLESS STEEL S

STD STANDARD S

STL STEEL S

STOR STORAGE S

SUSP SUSPEND S

SV SHEET VINYL S

T

T&G TOUNGE AND GROOVE T

TEMP TEMPERED T

TERR TERRAZZO T

THK THICK T

TO TOP OF T

TSTAT THERMOSTAT T

TYP TYPICAL T

U

UNO UNLESS NOTED OTHERWISE U

V

VAR VARIES V

VC VA SUPPLIED, CONTRACTOR INSTALLED V

VCT VINYL COMPOSITION TILE V

VENT VENTILATION V

VIF VERIFY IN FIELD V

VOL VOLUME V

VV VA SUPPLIED & INSTALLED V

VWC VINYL WALL COVERING V

W

W WEST W

W/ WITH W

W/O WITHOUT W

WC WALL COVERING W

WD WOOD W

WDW WINDOW W

WWM WELDED WIRE FABRIC W

M

MATL MATERIAL M

MAX MAXIMUM M

MECH MECHANICAL M

MFR MANUFACTURER M

MIN MINIMUM M

MISC MISCELLANEOUS M

MLWK MILLWORK M

MO MASONRY OPENING M

MR MOISTURE RESISTANT M

MTD MOUNTED M

MTG MOUNTING M

MTL METAL M

N

N NORTH N

N/A NOT APPLICABLE N

NAT NATURAL N

NIC NOT IN CONTRACT N

NO NUMBER N

NTS NOT TO SCALE N

O

OA OVERALL O

OC ON CENTER O

OFIC OWNER FURNISHED INSTALLED BY

CONTRACTOR

O

OH OPPOSITE HAND O

OPNG OPENING O

OPT OPTIONAL O

P

PAT PATTERN P

PL PLATE P

PLAM PLASTIC LAMINATE P

PLAS PLASTER OR PLASTIC P

PR PAIR P

PRE PREFINISHED P

PREP PREPARATION P

PROVIDE FURNISHE AND INSTALL P

PT PAINT P

PTME PAINT TO MATCH EXISTING P

PTN PARTITION P

PWR POWER P

Q

QT QUARRY TILE Q

QTR QUARTER Q

QTY QUANTITY Q

R

R RADIUS R

RB RESILIENT BASE R

RCP REFLECTED CEILING PLAN R

REC RECESSED R

RECPT RECEPTACLE R

REINF REINFORCED R

REQD REQUIRED R

RM ROOM R

RO ROUGH OPENING R

E

E EAST E

EA EACH E

EJ EXPANSION JOINT E

EL ELEVATION E

ELEC ELECTRICAL E

ELEV ELEVATOR E

ENCL ENCLOSURE E

EQ EQUAL E

EQUIP EQUIPMENT E

EWC ELECTRIC WATER COOLER E

EXH EXHAUST E

EXIST EXISTING E

EXP EXPOSED E

EXT EXTERIOR E

F

FA FIRE ALARM F

FD FLOOR DRAIN F

FDN FOUNDATION F

FE FIRE EXTINGUISHER F

FEC FIRE EXTINGUISHER CABINET F

FF&E FURNITURE, FIXTURE AND EQUIPMENT F

FHC FIRE HOSE CABINET F

FIG FIGURE F

FIN FINISH F

FIXT FIXTURE F

FL FLOOR F

FO FACE OF F

FP FIRE PROTECTION OR FIREPROOF F

FT FOOT F

FTG FOOTING F

G

GC GENERAL CONTRACTOR G

GL GLASS G

GYP BD GYPSUM BOARD G

H

HAZ MAT HAZARDOUS MATERIALS H

HDW HARWARE H

HM HOLLOW METAL H

HT HEIGHT H

I

INCL INCLUDED I

INSUL INSULATION I

INT INTERIOR I

J

J-BOX JUNCTION BOX J

JAN JANITOR J

JC JANITOR'S CLOSET J

JST JOIST J

JT JOINT J

L

LAM LAMINATE L

LAV LAVATORY L

LED LIGHT EMITTING DIODE L

LF LINEAR FEET (FOOT) L

LL LEAD LINED L

LT LT L

COR CONTRACTING OFFICER REPRESENTATIVE

A

ACT ACOUSTICAL CEILING TILE A

ADJ ADJACENT A

AFF ABOVE FINISH FLOOR A

AHU AIR HANDLING UNIT A

ALT ALTERNATE A

ALUM ALUMINUM A

APPROX APPROXIMATE A

AR AS REQUIRED A

AUTO AUTOMATIC A

AUX AUXILIARY A

AV AUDIO VISUAL A

AVG AVERAGE A

B

BAT BATTEN B

BD BOARD B

BLDG BUILDING B

BLK BLOCKING B

BM BEAM B

BO BY OWNER B

BOD BASIS OF DESIGN B

CORR CORRIDOR B

C

CC CONTRACTOR SUPPLIED & INSTALLED C

CEM CEMENT C

CJ CONTROL JOINT C

CL CENTER LINE C

CLG CEILING C

CLR CLEAR C

CMU CONCRETE MASONRY UNIT C

CO CONTRACTING OFFICER C

COL COLUMN C

CONC CONCRETE C

CONT CONTINUOUS C

COORD COORDINATE C

CPT CARPET C

CT CERAMIC TILE C

CTR CENTER C

CTRL CONTROL C

D

DAT DATUM D

DBL DOUBLE D

DEG DEGREE D

DEMO DEMOLITION D

DEPT DEPARTMENT D

DF DRINKING FOUNTAIN D

DIA DIAMETER D

DIFF DIFFUSER D

DIM DIMENSION D

DN DOWN D

DR DOOR D

DTL DETAIL D

DWG DRAWING D

ARCHITECTURAL ABBREVIATIONS

MATERIAL INDICATIONSGRAPHIC SYMBOLS STANDARD MOUNTING HEIGHTS

Revisions: Date:

35% SCHEMATIC DESIGN (SD1) 08/15/2019

PARKING DATA CAR COUNT - REFER TO AE101

OPENESS SCHEDULE

PARKING STRUCTURE

OPENESS

20% OF AREA + 40" OF

LINEAL DIMENSION TO

BE OPEN, ON MIN.2

SIDES

OPEN AREA 20% REQUIRED

SOUTH EAST NORTH WEST

TOTAL AREA

(SF)

TOTAL OPEN

AREA (SF)

PERCENTAGE

OPEN*

PERCENTAGE

OPEN*

PERCENTAGE

OPEN*

PERCENTAGE

OPEN*

OVERALL

LINEAL OPENING 40% REQUIRED

SOUTH EAST NORTH WEST

TOTAL

LENGTH (LF)

TOTAL OPEN

LENGTH (LF)

PERCENTAGE

OPEN*

TOTAL

LENGTH (LF)

TOTAL OPEN

LENGTH (LF)

PERCENTAGE

OPEN*

TOTAL

LENGTH (LF)

TOTAL OPEN

LENGTH (LF)

PERCENTAGE

OPEN*

TOTAL

LENGTH (LF)

TOTAL OPEN

LENGTH (LF)

PERCENTAGE

OPEN*

OVERALL

TOTAL AREA

(SF)

TOTAL OPEN

AREA (SF)

TOTAL AREA

(SF)

TOTAL OPEN

AREA (SF)

TOTAL AREA

(SF)

TOTAL OPEN

AREA (SF)

1083 231 21% 7173 2128 * 30% * 2861 1253 44% 10,666 3218 30% 36%

113'-5" 34'-8" 30.5% 426'-4" 352'-0" 82.5% 126'-0" 94'-0" 75% 426'-8" 359'-2" 84.2% 76.9%

GROSS BUILDING AREA

FLOOR SF

BASEMENT 31,105

GROUND TIER 54,109

SECOND TIER 38,807

TOTAL 124,021

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

12/18/2019

GENERAL - CODE & BUILDING

INFORMATION

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

MA CR

612-165

GI101

FINAL DESIGN BUILD

PROPOSAL PACKAGE

APPLICABLE CODES AND STANDARDS

PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS,

MASTER FORMAT 2004

PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES,

PG-18-4 STANDARD DETAILS AND CAD STANDARDS, 2014

PG-18-8 SEISMIC DESIGN HANDBOOK, 2016

PG-18-10 DESIGN MANUALS BY DISCIPLINE, VARIOUS

DATES

PG-18-12 DESIGN GUIDES – SUPPLY PROCESSING &

DISTRIBUTION, 2017

PG-18-13 BARRIER FREE DESIGN GUIDE, DECEMBER 2017

PG-18-14 ROOM FINISHES, DOOR, AND HARDWARE

SCHEDULES, 2017

PG-18…