Attachment 4 - Rev General Drawings.pdf

PDF 7 MB Posted Oct 5, 2020

Attached to: Y1DZ--Expand Mental Health Clinic Building 90, Tucson AZ
Solicitation number: 36E77620B0008_1
Issued by: Department of Veterans Affairs Headquarters

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity announcement is for an Invitation for Bid to construct an Expand Mental Health Clinic at the Southern Arizona VA Health Care System located in Tucson, Arizona. The contractor shall furnish all labor, materials, tools and equipment required to complete demolition, site utilities, grading, architectural, structural, mechanical, plumbing and electrical work. The solicitation will be issued in late September or early October 2020 as a total Service-Disabled Veteran-Owned Small Business set-aside with a period of performance of approximately 600 calendar days from notice to proceed. The magnitude of construction is expected to be between $2,000,000 and $5,000,000. All questions must be submitted in writing by the specified date.

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Other files

File	Type	Posted
Attachment 7 - Electrical Drawings.pdf	PDF	Oct 5, 2020
Attachment 10 - Plumbing Drawings.pdf	PDF	Oct 5, 2020
Attachment 1 - SOW Synopsis.pdf	PDF	Oct 5, 2020
Attachment 8 - Fire Protection Drawings.pdf	PDF	Oct 5, 2020
36E77620B0008.pdf	PDF	Oct 5, 2020
Attachment 3 - Bid Set Specs 678-329.pdf	PDF	Oct 5, 2020
Attachment 2 - SOW Bid Item Alternates.pdf	PDF	Oct 5, 2020
Attachment 13 - Contractor Safety - Env Rec Eval Form.docx	DOCX document	Oct 5, 2020
Attachment 11 - Structural Drawings.pdf	PDF	Oct 5, 2020
Attachment 9 - Mechanical Drawings.pdf	PDF	Oct 5, 2020
Attachment 5 - Architectural Drawings.pdf	PDF	Oct 5, 2020
Attachment 12 - DBA Wage Rates Pima 21 Aug 2020.pdf	PDF	Oct 5, 2020
Attachment 6 - Civil Drawings.pdf	PDF	Oct 5, 2020
Attachment 14 - COVID Letter from SAVAHCS Director.pdf	PDF	Oct 5, 2020

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2 90-Gl--002

3 90-Gl--003

4 90-Gl--004

5 90-Gl--005

6 90-GC-100

7 90-GC-101

8 90-GC-102

9 90-GC-103

10 90-C-000

11 90-C-100

12 90-C-200

13 90-C-300

14 90-C-400

15 90-C-401

16 90-C-500

17 90-C-501

18 90-C-502

19 95-C-000

20 95-C-100

21 95-C-200

22 95-C-300

23 95-C-400

24 95-C-500

25 95-C-600

26 90-S-001

27 90-S-101

28 90-S-102

29 90-S-103

30 90-S-201

31 90-S-202

32 90-S-301

33 90-S-302

34 90-S-303

35 90-S-304

36 90-S-401

37 90-AD-101

38 90-AD-102

39 90-AS-100

40 90-AE-101

41 90-AE-102

42 90-AE-103

43 90-AE-104

44 90-AE-201

45 90-AE-301

46 90-AE-302

47 90-AE-303

48 90-AE-304

49 90-AE-305

50 90-AE-401

51 90-AE-402

52 90-AE-403

53 90-AE-501

54 90-AE-502

55 90-AE-503

56 90-AE-504

57 90-AE-505

58 90-AE-601

59 90-AE-602

60 90-AF-101

61 90-AF-601

62 90-AF-602

Revlelon8'

VA FORM 08-6231, OCT 1978

1 2

DESIGN DRAWING SHEET INDEX

SHEET TITLE SHEET NO. DWG.NO. SHEET TITLE

3 4 5

EXPAND MENTAL HEAL TH CLINIC, 890

DRAWING SHEET INDEX

6 7 8

GENERAL FIRE SUPPRESSION

TITLE SHEET 63 90-FP-001

DRAWING SHEET INDEX 64 90-FP-002

GENERAL NOTES, ARCHITECTURAL SYMBOLS, AND ABBREVIATIONS 65 90-FD-101

ACCESSIBILITY STANDARDS AND TYPICAL MOUNTING HEIGHTS 66 90-FP-102

FIRE LIFE SAFETY PLAN

OVERALL PHASING PLAN

PHASING PLANS - PHASE 1 DEMOLITION 67 90-P-001

PHASING PLANS - PHASE 1 NEW WORK 68 90-P-002

PHASING PLANS - PHASE 2 69 90-PD-100

CIVIL 70 90-PD-101

71 90-PD-102

NOTES, ABBREVIATIONS AND LEGEND 72 90-PD-103

TOPOGRAPHY 73 90-PD-104

DEMOLITION 74 90-PP-101

GRADING 75 90-PP-102

EROSION CONTROL PLAN 76 90-PP-103

EROSION CONTROL DETAILS 77 90-PP-104

UTILITIES 78 90-PP-105

SEWER PLAN AND PROFILE 79 90-PP-106

SEWER DETAILS 80 90-PP-107

NOTES AND LEGEND 81 90-PP-108

TOPOGRAPHY

DEMOLITION PLAN

SITE PLAN 82 90-M-001

GRADING 83 90-MD-101

EROSION CONTROL 84 90-MH-102

DETAILS 85 90-MH-103

STRUCTURAL 86 90-MH-104

87 90-MP-105

GENERAL NOTES 88 90-MP-106

TYPICAL DETAILS 89 90-MH-107

TYPICAL DETAILS 90 90-MH-108

TYPICAL DETAILS 91 90-MH-109

FOUNDATION PLAN 92 90-Ml-501

ROOF FRAMING PLAN 93 90-Ml-502

SECTIONS & DETAILS 94 90-Ml-503

SECTIONS & DETAILS 95 90-Ml-504

SECTIONS & DETAILS 96 90-Ml-601

SECTIONS & DETAILS 97 90-Ml-602

MOMENT FRAME ELEVATIONS 98 90-Ml-603

ARCHITECTURAL

DEMOLITION PLAN 99 90-E-001

CEILING DEMOLITION PLAN 100 90-E-002

SITE PLAN 101 90-ED-101

FLOOR PLAN 102 90-ED-102

FURNITURE AND EQUIPMENT PLAN 103 90-ED-105

REFLECTED CEILING PLAN 104 90-ED-106

ROOF PLAN 105 90-ED-108

EXTERIOR ELEVATIONS 106 90-ED-109

BUILDING SECTIONS 107 90-EL-201

BUILDING SECTIONS 108 90-EP-202

BUILDING SECTIONS 109 90-EP-203

WALL SECTIONS 110 90-EP-204

WALL SECTIONS 111 90-ET-205

ENLARGED FLOOR PLANS 112 90-ET-206

INTERIOR ELEVATIONS 113 90-EY-207

INTERIOR ELEVATIONS 114 90-EY-208

DETAILS 115 90-ES-209

DETAILS 116 90-E-501

DETAILS 117 90-E-502

DETAILS 118 90-E-503

DETAILS 119 95-ED-101

DOOR AND WINDOW SCHEDULES 120 95-EL-201

FURNITURE AND EQUIPMENT SCHEDULES

FINISH FLOOR PLAN

INTERIOR FINISH LEGEND

ROOM FINISH SCHEDULE

Date

ARCHITECT /ENGINEERS/CONSULTANTS=

ca□5J S c h w a b C':J B EJ Engineering & Management [g g [2J A Certified SB/DVBE Firm

315 ARDEN AVE, SUITE 26, GLENDALE, CA 91203

www.schwabeng.com Project No.: S60204180.00

FIRE PROTECTION GENERAL NOTES AND DETAILS

FIRE PROTECTION SITE PLAN

FIRE PROTECTION PIPING DEMO PLAN

FIRE PROTECTION PIPING NEW PLAN

PLUMBING

PLUMBING FRONT SHEET

PLUMBING SCHEDULES AND WATER CALCULATIONS

PLUMBING DEMOLITION SITE PLAN

PLUMBING DEMOLITION CW, HW, & HWR FLOOR PLAN

PLUMBING DEMOLITION WASTE AND VENT FLOOR PLAN

PLUMBING DEMOLITION STORM DRAIN FLOOR PLAN

PLUMBING DEMOLITION ROOF PLAN

PLUMBING NEW CW, HW, & HWR FLOOR PLAN

PLUMBING NEW WASTE & VENT FLOOR PLAN

PLUMBING NEW STORM DRAIN FLOOR PLAN

PLUMBING NEW WORK ROOF PLAN

PLUMBING DETAILS

DEMOLITION AND NEW CW, HW, & HWR RISER DIAGRAMS

DEMOLITION AND NEW WASTE & VENT RISER DIAGRAMS

DEMOLITION AND NEW STORM RISER DIAGRAMS

MECHANICAL

MECHANICAL FRONT SHEET

MECHANICAL DEMOLITION FLOOR PLAN

MECHANICAL NEW WORK FLOOR PLAN

MECHANICAL NEW WORK ZONING PLAN

MECHANICAL NEW WORK ROOF PLAN

MECHANICAL NEW PIPING FLOOR PLAN

MECHANICAL HOT WATER SINGLE LINE PIPING DIAGRAM

MECHANICAL PHASING PLAN PHASE 1

MECHANICAL PHASING PLAN PHASE 2A

MECHANICAL PHASING PLAN PHASE 2B

MECHANICAL DETAILS

MECHANICAL SCHEDULES

MECHANICAL CONTROLS

ELECTRICAL

ELECTRICAL FRONT SHEET

ELECTRICAL SYMBOLS, ABBREVIATIONS AND LEGENDS

ELECTRICAL DEMO LIGHTING PLAN

ELECTRICAL DEMO POWER PLAN

ELECTRICAL DEMO PLAN DATA/COMM & FIRE ALARM

ELECTRICAL DEMO AUXILIARY SYSTEM PLAN

LIGHTNING PROTECTION DEMO PLAN

ELECTRICAL DEMO SITE PLAN

ELECTRICAL NEW LIGHTING PLAN

ELECTRICAL NEW POWER PLAN

MECHANICAL EQUIPMENT ELECTRICAL NEW POWER PLAN

ELECTRICAL NEW HVAC TERMINAL UNITS PLAN

ELECTRICAL NEW DATA/COMM PLAN

ELECTRICAL NEW FIRE ALARM PLAN

ELECTRICAL NEW AUXILIARY SYSTEM PLAN

LIGHTNING PROTECTION NEW WORK PLAN

ELECTRICAL NEW SITE PLAN

SINGLE LINE DIAGRAM

PANEL SCHEDULES

NEW NURSE CALL SYSTEM

ELECTRICAL DEMO B95 LIGHTING PLAN

ELECTRICAL NEW B95 LIGHTING PLAN

STAMP

Approved: Director Drawing Title

DRAWING SHEET INDEX

Approved: Associate Director

Project Title

EXPAND MENTAL HEALTH

CLINIC, 890

Approved: Chief of Staff

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Approved: Chief, Facllitres Management Approved: Associate Director - Patient Care Services

I LocoUon SAVAHCS, TUCSON, AZ 85723

5 6 7 8

I I

I Date

12-06-2019 Project No.

678-329

DRAWING NO.

90-Gl-002 Dwg. 2 of 120

Bid Set

Office of Facillties

Management

U.S. Department of Veterans Affairs

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GENERAL NOTES

1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO

THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS.

2. THESE DRAWINGS WERE DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY EXISTING CONDITIONS AND NOTIFY GOVERNMENT AND ARCHITECTURE/ENGINEERING TEAM (A/E)

BEFORE PROCEEDING WITH CONSTRUCTION.

3. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS AS ADOPTED BY

THE DEPARTMENT OF VETERANS AFFAIRS.

4. MATERIALS, EQUIPMENT, OR CONSTRUCTION NOT NOTED IN THE CONSTRUCTION DOCUMENTS ARE NOT PART OF THE NEW WORK. IF SUCH IS DISCOVERED DURING THE COURSE OF THE WORK, CONTRACTOR SHALL REPORT TO THE

GOVERNMENT FOR FURTHER INSTRUCTION.

5. DIMENSIONS, DETAILS, NOTES, AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS

UNLESS NOTED OTHERWISE.

6. DETAILS NOTED AS 'TYPICAL' SHALL APPLY IN ALL LIKE CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR

SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION IN THIS PROJECT.

7. WHENEVER AN ARTICLE, DEVICE, OR PIECE OF EQUIPMENT IS SHOWN, INDICATED, OR REFERRED TO ON THE DRAWINGS OR IN THESE NOTES IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES

AS ARE REQUIRED TO COMPLETE THE INSTALLATION.

8. DIMENSIONS GOVERN IN ALL CASES. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS. ALL DRAWINGS ARE

APPROXIMATE AND ARE GIVEN FOR ESTIMATING PURPOSES.

9. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACE OF CEILING.

10. DIMENSIONS SHOWN OF EXISTING WORK AND ALL DIMENSIONS REQUIRED FOR WORK THAT IS TO CONNECT WITH

EXISTING WORK SHALL BE VERIFIED BY THE CONTRACTOR BY ACTUAL MEASUREMENT OF THE EXISTING WORK. ANY WORK AT VARIANCE WITH THAT SPECIFIED OR SHOWN IN THE DRAWINGS SHALL NOT BE PERFORMED BY THE

CONTRACTOR UNTIL APPROVED IN WRITING BY THE GOVERNMENT.

11. LARGE SCALE DRAWINGS SUPERSEDE SMALL SCALE DRAWINGS.

12. IN CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT GOVERNS.

13. THE CONTRACTING OFFICER'S INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS WILL BE FINAL, SUBJECT TO

THE DISPUTES CLAUSE.

14. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE

JOB SITE PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED

CONDITIONS TO THE GOVERNMENT PRIOR TO NOTICE TO PROCEED (NTP).

15. CONTRACTOR SHALL SUBMIT REQUEST FOR INFORMATION (RFI) REGARDING ANY KNOWN DISCREPANCIES WITH THE CONTRACT DOCUMENTS OR UNFORESEEN SITE CONDITIONS TO THE GOVERNMENT FOR CLARIFICATION PRIOR TO

NTP.

16. IF AT ANY TIME AFTER NTP ANY CONDITIONS SHOULD ARISE WHEREIN THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE GOVERNMENT SHALL BE

NOTIFIED IMMEDIATELY VIA RFI FOR WRITTEN CLARIFICATION.

17. ELECTRICAL AND PLUMBING DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION, OR ERRORS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY GOVERNMENT AND OBTAIN CLARIFICATION BEFORE ANY WORK IS BEGUN. WORK INSTALLED WHERE CONFLICTING CONDITIONS EXIST, WITHOUT APPROVAL BY GOVERNMENT, SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE.

18. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICT WITH, OR ARE IN VIOLATION OF, APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, HE SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT HIS OWN RISK, UNTIL THE GOVERNMENT HAS BEEN NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY THE GOVERNMENT. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION WITH APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE SUCH WORK WITH ALL NEW

COMPLYING WORK AT NO ADDITIONAL COST TO THE GOVERNMENT.

19. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES

NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK.

20. SPECIAL TOOLS: IF ANY PART OF EQUIPMENT FURNISHED UNDER THIS CONTRACT REQUIRES A SPECIAL TOOL FOR ASSEMBLY, ADJUSTMENT, SETTING, OR MAINTENANCE THEREOF, SHALL BE FURNISHED WITH EQUIPMENT AS A

STANDARD ACCESSORY.

21. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY AND CHARGE OF AND SHALL BE RESPONSIBLE FOR:

A. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES EMPLOYED IN THE

PERFORMANCE OF WORK IN, ON, OR ABOUT THE JOB SITE;

B. SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK; AND

C. THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY

OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

22. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL WORK PERFORMED BY SUBCONTRACTORS (FOR EXAMPLE, ACCESS TO THE AREA FOR CONSTRUCTION AND EQUIPMENT DELIVERY).

23. COORDINATE ALL DEMOLITION WORK WITH RENOVATION WORK. COORDINATE ARCHITECTURAL, CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION WORK WITH EACH OTHER FOR LOCATIONS, EXTENT OF

WORK AND SIZES.

24. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PLACE. DUST PALLIATION AND PREVENTION OF DUST CONTAMINATION OF NON-WORK SPACES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR ON AN ON-GOING, DAILY BASIS.

25. ALL CONTRACTORS AND SUBCONTRACTORS SHALL WEAR APPROPRIATE ATTIRE (I.E. CLEAN CLOTHING) IN THE

COMMON AREA EXCLUDING THE WORK AREA.

26. THE GOVERNMENT IS NOT RESPONSIBLE FOR ANY LOSS OR DAMAGE TO CONTRACTOR'S EQUIPMENT, TOOLS, ETC.

27. NEITHER THE ARCHITECT'S/GOVERNMENT'S REVIEW NOR APPROVAL OF SHOP DRAWINGS SHALL RELIEVE THE

GENERAL CONTRACTOR (G.C.) FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS G.C. HAS CALLED THE ARCHITECT'S/ GOVERNMENT'S ATTENTION (IN WRITING) TO SUCH DEVIATIONS AT THE TIME OF SUBMISSION, NOR SHALL IT RELIEVE G.C. OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.

28. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF ALL PARTIES

PRESENT ON THE JOB SITE IS SOLELY THE CONTRACTOR'S RESPONSIBILITY.

29. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON, OR RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, AND SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH ACT" OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND ALL OTHER APPLICABLE STATE AND/OR LOCAL SAFETY REGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS.

30. THE SAFETY PROGRAM SHALL INCLUDE THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS

OR TOOLS WHICH MIGHT ENDANGER OTHER WORKERS AND/OR FACILITY OCCUPANTS.

31. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE GOVERNMENT AND A/E FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.

32. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT ALL EXISTING AND NEWLY COMPLETED WORK, SURFACES, AND GOVERNMENT-OWNED ITEMS FROM DAMAGE DURING THE COURSE OF WORK AND UNTIL ACCEPTANCE BY THE GOVERNMENT. CONTRACTOR SHALL REPLACE AND/OR REPAIR ALL DAMAGE CAUSED BY

CONTRACTOR'S OR SUBCONTRACTORS' PERSONNEL AT CONTRACTOR'S EXPENSE.

33. NOTHING CONTAINED IN THIS CONTRACT SHALL BE CONSTRUED AS CREATING ANY CONTRACTUAL RELATIONSHIP BETWEEN ANY SUBCONTRACTOR AND THE GOVERNMENT. DIVISIONS OR SECTIONS OF SPECIFICATIONS ARE NOT INTENDED TO CONTROL THE CONTRACTOR IN DIVIDING WORK AMONG SUBCONTRACTORS, OR TO LIMIT WORK

PERFORMED BY ANY TRADE.

34. THE GOVERNMENT RESERVES THE RIGHT TO REFUSE TO PERMIT EMPLOYMENT ON THE WORK OR REQUIRE DISMISSAL FROM THE WORK OF ANY SUBCONTRACTOR WHO, BY REASON OF PREVIOUS UNSATISFACTORY WORK ON DEPARTMENT OF VETERANS AFFAIRS PROJECTS OR FOR ANY OTHER REASON, IS CONSIDERED BY THE CONTRACTING

OFFICER TO BE INCOMPETENT OR OTHERWISE OBJECTIONABLE.

35. A PRE-CONSTRUCTION CONFERENCE BETWEEN THE GOVERNMENT, OTHER PROJECT STAKEHOLDERS, THE ARCHITECT, AND THE CONTRACTOR WITH ALL OF THE MAJOR SUBCONTRACTORS SHALL BE HELD IMMEDIATELY AFTER

SIGNING OF THE OWNER-CONTRACTOR AGREEMENT AND PRIOR TO THE START OF ANY WORK.

36. FOR ADDITIONAL REQUIREMENTS AND INFORMATION, SEE SPECIFICATIONS.

INTERIM LIFE SAFETY MEASURES

1. INTERIM LIFE SAFETY MEASURES ARE REQUIRED TO TEMPORARILY COMPENSATE FOR THE DEFICIENCIES IN NORMAL LIFE SAFETY REQUIREMENTS DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL SUBMIT FOR APPROVAL AN INTERIM LIFE SAFETY MEASURES PLAN IN COORDINATION WITH THE FACILITY'S INTERIM LIFE SAFETY MEASURES, AND

RETAIN ON SITE DURING THE COURSE OF THE WORK.

2. PROVIDE FIRE PROTECTION FOR BUILDING UNDER CONSTRUCTION PER REQUIREMENTS OF LOCAL GOVERNING

AGENCIES.

3. ENSURE THAT EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. PERSONNEL SHALL RECEIVE TRAINING IF ALTERNATE EXITS MUST BE DESIGNATED. AREAS UNDER CONSTRUCTION MUST MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION WORKERS AT ALL TIMES. MEANS OF EGRESS MUST BE INSPECTED DAILY. LEGAL EXITS SHALL NOT BE

BLOCKED AT ANYTIME.

4. (E) FIRE ALARM, DETECTION AND FIRE SUPPRESSION SYSTEMS MAY NOT BE IMPAIRED AT ANY TIME FOR ANY REASON.

5. SMOKING SHALL BE PROHIBITED AT ALL TIMES IN OR ADJACENT TO ALL CONSTRUCTION AREAS.

6. DESIGNATED SMOKING AREAS (IF ANY) SHALL BE APPROVED BY THE GOVERNMENT.

7. DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING, AND DEBRIS REMOVAL PRACTICES THAT REDUCE THE

FLAMMABLE AND COMBUSTIBLE FIRE LOAD OF THE BUILDING TO THE LOWEST LEVEL NECESSARY FOR DAILY

OPERATIONS.

8. A MINIMUM OF AT LEAST ONE (1) 2A10B.C. RATED FIRE EXTINGUISHER SHALL BE WITHIN THE REMODEL AREA.

U.F.C.8704.4.2. CONFIRM NUMBER AND TYPE OF FIRE EXTINGUISHERS REQUIRED BY THE GOVERNMENT.

9. EXISTING MEANS OF EXIT AND FIRE RATED SEPARATIONS SHALL BE MAINTAINED DURING DEMOLITION AND

CONSTRUCTION. MAINTAIN 44 INCHES MINIMUM CLEARANCE TO ALL REQUIRED EXITS.

10. CONSTRUCT CONSTRUCTION BARRIER TO SEPARATE AREAS UNDER CONSTRUCTION FROM ADJACENT AREAS. THESE TEMPORARY BARRIERS SHALL BE CONSTRUCTED WHERE REQUIRED BY PHASING, TO MEET INFECTION CONTROL REQUIREMENTS AND TO MINIMIZE THE SPREAD OF DUST AND NOISE. PROVIDE DOOR(S) IN BARRIERS FOR EGRESS.

CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE TEMPORARY PARTITIONS AFTER COMPLETION OF WORK

AND UPON APPROVAL FROM THE GOVERNMENT. PATCH AND REPAIR ALL DAMAGED SURFACES.

11. CONTRACTOR SHALL PROVIDE PROPER FIRE STOPPING AT (E) OR (N) FLOOR AND WALL PENETRATIONS FOR PLUMBING

AND ELECTRICAL LINES PER THE APPROPRIATE UL DESIGN LISTING NUMBER.

12. ALL PENETRATIONS THROUGH FLOORS AND SMOKE BARRIERS SHALL BE TIGHTLY SEALED AND FIRE STOPPED. ANY (E)

CORE CUTS ARE TO BE FILLED WITH SIMILAR MATERIAL USING 12 GA. BACKING PLATE.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF, AND WHERE REQUIRED BY THE GOVERNMENT, THE

OPERATIONAL MAINTENANCE OF FIRE LIFE SAFETY DEVICES WITHIN THE AREA OF WORK.

14. CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT FOR ADDITIONAL REQUIREMENTS.

HAZARDOUS MATERIALS

1. HAZARDOUS MATERIALS SURVEY AND/OR REMOVAL ARE NOT WITHIN THE SCOPE OF THIS PROJECT. IF HAZARDOUS MATERIALS ARE SUSPECTED DURING THE PERFORMANCE OF WORK ON THIS PROJECT, THE CONTRACTOR SHALL

NOTIFY THE GOVERNMENT IMMEDIATELY.

DEMOLITION

1. SEE DEMOLITION PLANS FOR EXTENT OF AND INFORMATION PARTICULAR TO THE REMOVAL OF (E) SYSTEMS, AND FOR

ADDITIONAL NOTES.

2. SEE ALL DISCIPLINE DRAWINGS FOR LOCATION AND SIZE OF PIPES, VENTS, DUCTS, AND OTHER SIMILAR OPENINGS, EMBEDDED, OR ATTACHED ITEMS. COORDINATE DEMOLITION WORK BETWEEN DISCIPLINES THAT MAY BE REQUIRED

FOR PROPER INSTALLATION OF NEW WORK.

3. SEE NEW WORK PLANS FOR (N) LAYOUT AND ADDITIONAL INFORMATION.

4. PRIOR TO COMMENCEMENT OF DEMOLITION, VERIFY ALL EXISTING CONDITIONS AND IDENTIFY ALL BEARING

STRUCTURAL ELEMENTS, MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS, AND ALL OTHER (E) SYSTEMS, AND MAKE NECESSARY PROVISIONS TO MAINTAIN THE INTEGRITY OF SAID SYSTEMS.

5. DEMOLITION SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET FORTH BY THE DEPARTMENT OF

VETERANS AFFAIRS.

6. COORDINATE ALL WORK IN THIS AREA WITH CONTRACTING OFFICER TO MINIMIZE IMPACT TO FACILITY OPERATIONS.

7. (E) FIXED EQUIPMENT WHICH IS TO REMAIN IN THE AREA OF WORK DURING CONSTRUCTION SHALL BE COVERED, PROTECTED & SEALED.

8. ALL DEBRIS SHALL BE PROMPTLY REMOVED FROM THE PROJECT SITE. CONTRACTOR MUST RECEIVE GOVERNMENT

APPROVAL OF DEBRIS HAULING ROUTE AND DUMPSTER LOCATION PRIOR TO START OF WORK.

9. REMOVAL OF ALL DEBRIS SHALL BE DONE CAREFULLY SO AS NOT TO DAMAGE THE (E) STRUCTURE, WORK AND/OR

FINISHES.

10. THE GOVERNMENT RESERVES THE RIGHT TO SALVAGE ANY DEMOLITION ITEM. CONTRACTOR SHALL VERIFY ITEMS

FOR SALVAGE WITH THE GOVERNMENT, AND REMOVE, PROTECT AND TURN OVER THESE ITEMS TO THE GOVERNMENT.

SUCH ITEMS SHALL BE REUSED OR STORED AS DIRECTED BY THE GOVERNMENT.

11. CONTRACTOR SHALL PROTECT ALL FURNITURE, BOOKS, PLANTS, ETC. IN THE INTERIOR SPACES AND REPAIR/REPLACE

ITEMS DAMAGED AS A RESULT OF THE DEMOLITION AND NEW CONSTRUCTION.

12. REMOVE (E) INTERIOR WALLS OR CEILINGS WHERE INDICATED IN DRAWINGS AND CUT GYPSUM BOARD BACK TO STRAIGHT LINES. RESTORE ALL DAMAGED (E) GYPSUM BOARD SURFACES TO MATCH ADJACENT EXISTING

CONDITIONS.

13. WHERE EXISTING CONSTRUCTION IS CUT OR OTHERWISE DAMAGED, PATCH AND REPAIR IT USING METHODS AND MATERIALS THAT ARE SIMILAR IN APPEARANCE AND EQUAL IN QUALITY TO THOSE OF EXISTING ADJACENT

CONSTRUCTION.

14. GENERALLY, CONTRACT DOCUMENTS WILL NOT DEFINE PRODUCTS TO MATCH EXISTING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY PRODUCTS TO BE USED BY REPORTING, INSPECTING AND TESTING.

15. PROVIDE A CRAFTSMAN-LIKE TRANSITION BETWEEN THE (E) AND (N) CONSTRUCTION BY PATCHING, REPAIRING AND REFINISHING (E) ITEMS TO THE NEAREST ORIGINAL QUALITY OF SUCH MATERIALS AS NECESSARY TO MAKE THE

TRANSITION SEAMLESS.

16. PATCH OR REPLACE ANY PORTION OF AN (E) FINISHED SURFACE THAT IS FOUND DAMAGED, LIFTED, DISCOLORED OR

SHOWING ANY SIGNS OF IMPERFECTION WITH MATCHING MATERIALS.

A. PROVIDE ADEQUATE SUPPORT OF SUBSTRATE PRIOR TO PATCHING THE FINISH.

B. REFINISH PATCHED PORTIONS OF PAINTED OR COATED SURFACES IN SUCH A MANNER AS TO PRODUCE UNIFORM

COLOR AND TEXTURE OVER THE ENTIRE SURFACE.

C. WHEN (E) SURFACE FINISH CANNOT BE MATCHED, REFINISH ENTIRE SURFACE TO NEAREST INTERSECTIONS.

17. THE BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. ANY DISRUPTIONS TO UTILITIES REQUIRE 10-DAY

ADVANCE NOTIFICATION TO THE GOVERNMENT.

18. IF JACK-HAMMERING, CORE DRILLING OR CONCRETE SAWING IS TO BE UTILIZED, IT SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE GOVERNMENT AND AT SUCH TIMES AS DESIGNATED.

NOTIFY GOVERNMENT ONE WEEK PRIOR TO STARTING THIS TYPE OF WORK.

19. PROTECT ADJACENT SPACES FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE TO ENSURE PUBLIC SAFETY TO ALLOW BUILDING OCCUPANCY. PROVIDE TEMPORARY DUST PROOF BARRIERS WHERE NECESSARY TO PREVENT INFILTRATION OF DUST INTO OCCUPIED AREAS. PROVIDE TEMPORARY WEATHER PROTECTION AS NECESSARY TO PREVENT DAMAGE TO EXISTING FACILITIES AND TO PREVENT

DISCOMFORT TO PERSONS IN OCCUPIED AREAS. SEE PHASING PLANS FOR MORE INFORMATION.

20. VERIFY LOCATION OF ELECTRICAL, PLUMBING AND MECHANICAL UTILITIES, LOCATE/RELOCATE AND PROTECT

UTILITIES TO REMAIN.

21. PERFORM & PROVIDE RE-ROUTING OF UTILITIES SERVING ADJACENT AREAS AS REQUIRED FOR UNINTERRUPTED

SERVICES.

22. PROVIDE SHUT-OFF VALVES, ETC. TO MAINTAIN UTILITY SERVICE OUTSIDE THE AREA OF WORK.

23. ALL ABANDONED ELECTRICAL CONDUIT OR BOXES, ETC. SHALL BE REMOVED BACK TO CLOSEST FEEDER POINT AND

BE PROPERLY CAPPED, SEALED, ETC.

24. CONTRACTOR SHALL INSTALL ALL DOMESTIC HOT AND COLD PIPE SYSTEMS WITHOUT ANY DEAD LEGS TO LIMIT

STAGNATION AND RESERVOIRS TO PREVENT LEGIONELLA GROWTH. A DEAD LEG IS DEFINED AS ANY PIPE HAVING NO

FLOW OVER 2 PIPE DIAMETERS IN LENGTH.

25. WHERE (E) FLOOR IS NOT LEVEL, FLOAT (E) FLOOR LEVEL PRIOR TO INSTALLATION OF (N) FLOORING. THIS DOES NOT

APPLY WHERE THE FLOOR IS SLOPED TO DRAIN.

26. WHERE THE DEMOLITION CAUSES UNEVENNESS OR VOIDS IN FLOOR, THE CONTRACTOR SHALL PATCH TO LEVEL THE

FLOOR WITH THE (E) SLAB AND/OR REQUIRED SURFACE TO RECEIVE (N) FINISH.

27. (E) FIRE SPRINKLER SYSTEM, (E) FIRE ALARM SYSTEM, (E) PUBLIC ADDRESS SYSTEM, (E) NURSE CALL SYSTEM, AND (E)

WIRELESS SYSTEM (INCLUDING ANTENNA) SHALL BE PROTECTED AND REMAIN OPERATIONAL.

28. REMOVE AND REINSTALL (E) CEILING PANELS BEYOND AREA OF WORK TO ACCOMMODATE (N) CEILING WORK IF

REQUIRED FOR THE COMPLETION OF THE PROJECT.

29. DO NOT COMPROMISE ANY STRUCTURES OR STRUCTURAL ELEMENTS DURING DEMOLITION. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE MODIFIED WITHOUT PERMISSION OF THE GOVERNMENT. SHORE/PROTECT REMAINING (E) STRUCTURE UNTIL ALL (N)

WORK IS COMPLETED.

30. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS TO THE SITE BY GOVERNMENT REPRESENTATIVE, ARCHITECT, OR ENGINEER SHALL NOT INCLUDE THE INSPECTION OF

BRACING, SHORING, ETC.

31. IN ADDITION TO DEMOLITION SHOWN: CUT, MOVE OR REMOVE ITEMS AS NECESSARY TO PROVIDE ACCESS AND ALLOW

REPAIR OR NEW WORK TO PROCEED. INCLUDE SUCH ITEMS AS:

A. REPAIR OR REMOVAL OF HAZARDOUS OR UNSANITARY CONDITIONS;

B. REMOVAL OF ABANDONED ITEMS AND ITEMS SERVING NO USEFUL PURPOSE SUCH AS: ALL PIPING, DEAD-LEGS, CONDUIT, WIRING, DUCTWORK, DIFFUSERS AND ANY ASSOCIATED HARDWARE/ FIXTURES ETC.;

C. REMOVAL OF UNSUITABLE OR EXTRANEOUS MATERIALS NOT MARKED FOR SALVAGE. SUCH ITEMS MAY INCLUDE

ABANDONED FURNISHINGS, EQUIPMENT AND DEBRIS SUCH AS ROTTED WOOD, RUSTED METALS AND

DETERIORATED CONCRETE;

D. CLEANING OF SURFACES OR REMOVAL OF SURFACE FINISHES AS NEEDED TO INSTALL NEW WORK AND FINISHES.

NEW CONSTRUCTION

1. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS INSOFAR AS NECESSARY TO INSTALL THE WORK PROPERLY AND RELATIVE TO THE SURROUNDING CONSTRUCTION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF OPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION AS INDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP

DRAWINGS REVISED BY THE A/E.

3. COORDINATE (N) OPENINGS IN (E) WALLS, CEILINGS AND FLOORS WITH PLUMBING AND ELECTRICAL DRAWINGS FOR (E)

PIPE AND CONDUIT LOCATIONS. (RELOCATE UTILITIES IF REQUIRED.)

4. WHETHER OR NOT DETAILED ON DRAWINGS, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT, INCLUDING

PLYWOOD BACKBOARDS FOR TELEPHONE AND ELECTRICAL EQUIPMENT ROOMS.

5. PROVIDE SEISMIC SUPPORT AND BRACING TO ALL UTILITIES AND GENERAL CONSTRUCTION. ANCHORAGE OF EQUIPMENT SHALL COMPLY WITH THE PROVISIONS OF CURRENT CODE FOR LATERAL FORCES ON ELEMENTS OF

STRUCTURES.

6. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER DRIVEN PINS IN (E) NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND 'CAUTION TO AVOID CUTTING OR DAMAGING THE (E) REINFORCING BARS. LOCATE THE REINFORCING BARS BY A NONDESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE REBARS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF

ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.

7. CUTTING OF HOLES THROUGH CONCRETE SHALL BE BY DIAMOND CORE DRILL OR PNEUMATIC HAMMER. IMPACT

ELECTRIC MANUAL HAMMER TYPE DRILLS WILL NOT BE ALLOWED.

8. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PREVENTED BY APPLYING HEAVY MODIFIED BITUMINOUS PAINT

BETWEEN THE METALS.

9. ALL UTILITIES SHALL BE RUN CONCEALED EXCEPT IN UNFINISHED AREAS.

10. ALL (N) INTERIOR FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT EDITION OF BUILDING CODES.

11. PRIOR TO APPLICATION OF (N) WALL FINISHES, REMOVE ROOM SIGNS AND STORE DURING THE COURSE OF WORK.

REINSTALL ROOM SIGNS AFTER REMODEL IS COMPLETE.

12. (E) PENETRATIONS DISCOVERED DURING CONSTRUCTION IN (E) SLABS, CEILING AND WALL ASSEMBLIES SHALL BE

FIREPROOFED TO MATCH THE FIRE RATING OF THE (E) ASSEMBLIES.

13. UPON COMPLETION OF WORK, ALL CONSTRUCTION AREAS SHALL BE LEFT BROOM CLEAN AND FREE FROM DEBRIS.

14. REFER TO OTHER DISCIPLINE DRAWINGS FOR EXTENT OF WORK FOR RESPECTIVE TRADES.

PARTITIONS

1. ALL STUDS AT NON-BEARING INTERIOR PARTITIONS SHALL BE STEEL 4" WIDE X 16 GAUGE (MIN.) UNLESS NOTED

OTHERWISE.

2. PROVIDE AND INSTALL HEAVIER 16 GAUGE STUDS, STIFFENERS, BRACING, BACK-UP PLATES, ETC., AS REQUIRED AT

STUD WALLS FOR SUPPORT OF ACCESSORIES, FIXTURES, OR OTHER EQUIPMENT.

3. SEE WALL DETAILS FOR GYPSUM BOARD THICKNESS AND FOR INSULATION WHERE REQUIRED.

ACCESSIBILITY

1. VA FOLLOWS THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) FOR DISABLED ACCESSIBILITY REQUIREMENTS AND SUPPLEMENTS IT WITH ITS OWN "BARRIER FREE DESIGN GUIDE, PG-18-13", WHICH EXCEEDS CERTAIN ABAAS PROVISIONS TO BETTER MEET THE BARRIER FREE NEEDS OF VA IN ITS HEALTHCARE FACILITIES.

OTHER STANDARDS, SUCH AS THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) OR OTHER STATE AND LOCAL REQUIREMENTS, MAY BE INVOKED AT THE DISCRETION OF THE CONTRACTING OFFICER.

2. FINISHED FLOOR SURFACES SHALL PROVIDE A MINIMUM WET DYNAMIC COEFFICIENT OF FRICTION OF 0.42, PER ANSI A137.1 AND ANSI/NFSI B101.3, WET DYNAMIC COEFFICIENT OF FRICTION TEST METHOD BASED ON THE BOT-3000E

DIGITAL TRIBOMETER.

KEYNOTE

NORTH ARROW

IDENTIFIER

DOOR NUMBER

ROOM NUMBER

INTERIOR FINISH

ROOM NAME

DETAIL PLAN

INDICATOR

DETAIL NUMBER

GRID LINES

EQUIPMENT NUMBER

WALL TYPE

SECTION

INDICATOR

SHEET NUMBER ON

WHICH SECT. IS DRAWN

SECTION

IDENTIFIER

SHEET NUMBER ON

WHICH SECT. IS DRAWN

DETAIL INDICATOR

SHEET NUMBER ON

WHICH DET. IS DRAWN

DETAIL NUMBER

REF. NO. OF SHEET

ON WHICH DET. IS TAKEN

ELEVATION INDICATOR,

MULTIPLE VIEWS

PROGRAM AREA \ ACTUAL

AREA IN SQUARE FEET

SYMBOLS LEGEND

ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

APPROX APPROXIMATE

B BUILDING

BLDG BUILDING

B.O. BOTTOM OF

CC CONTRACTOR-FURNISHED,

CONTRACTOR-INSTALLED

CLR CLEAR

CONC CONCRETE

CONT CONTINUOUS

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DWG(S) DRAWING, DRAWINGS

(E) EXISTING

ELEC ELECTRICAL

FIN FINISH

FS FINISH SURFACE

FT FEET

GC GENERAL CONTRACTOR

GWB GYPSUM WALLBOARD

GYP. BD. GYPSUM BOARD

IN INCHES

INFO INFORMATION

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MGMT MANAGEMENT

MIN MINIMUM

NTS NOT TO SCALE

(N) NEW

O.C. ON CENTER

OSB ORIENTED STRAND BOARD

PT PRESSURE TREATED

RAD RADIUS

REINF REINFORCED

SQ SQUARE

S.O.G. SLAB ON GRADE

STL STEEL

STRUCT. STRUCTURAL

T.O. TOP OF

T.O.B. TOP OF BEAM

THK THICK

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

U.N.N. UNLESS OTHERWISE NOTED

V.I.F. VERIFY IN FIELD

VV VA-FURNISHED, VA-INSTALLED

SHEET NUMBER ON

WHICH ELEV. IS DRAWN

ELEVATION

IDENTIFIER

ELEVATION

INDICATOR

SHEET NUMBER ON

WHICH ELEV. IS DRAWN

ELEVATION

IDENTIFIER

STAMP

SAVAHCS, TUCSON, AZ 85723

678-329

315 ARDEN AVE, SUITE 26, GLENDALE, CA 91203

www.schwabeng.com

Project No.: S60204180.00

12-J MAUCHLY

IRVINE, CALIFORNIA 92618

TEL: (949) 450-8420

FAX: (949) 450-8424

A R C H I T E C T U R E + E N G I N E E R I N G C O N S T R U C T I O N M A N A G E M E N T

U.S. Department of Veterans Affairs

X P

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Bid Set

ROOM

NAME

PHOTO INDICATOR

SHEET NUMBER

ON WHICH PHOTO

IS PRESENTED

PHOTO NUMBER

DIRECTION IN WHICH

PHOTO WAS TAKEN

GENERAL NOTES, ARCHITECTURAL

SYMBOLS, AND ABBREVIATIONS

RK SD 90-GI-003

FIRE PROTECTION AND EXITING REQUIREMENTS

1. PROVIDE AND INSTALL FIRE DAMPERS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILING WHERE

REQUIRED BY CODE.

2. WHERE NONCOMBUSTIBLE CONDUIT, PIPES, OR VENTS PENETRATE A FIRE-RATED ASSEMBLY, PROVIDE AND INSTALL APPROVED FIRE-RATED SEALANT OR MINERAL WOOL FIBER TO DRAFTSTOP AND MAINTAIN THE FIRE SAFE INTEGRITY

OF THE ASSEMBLY.

3. INTERIOR WALL AND CEILING FINISHES SHALL BE OF THE FOLLOWING FLAME SPREAD CLASSIFICATION:

0-25 CLASS I TUNNEL TEST

25-27 CLASS II TUNNEL TEST

76-200 CLASS III TUNNEL TEST

MAXIMUM FLAME SPREAD CLASSIFICATION:

ENCLOSED STAIRWAY CLASS I

EXITWAYS CLASS II

ROOMS/OTHER AREAS CLASS II

4. ALL REQUIRED EXITS SHALL HAVE ILLUMINATED EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS WITH A PRINCIPAL STROKE NOT LESS THAN 3/4" WIDE AND 6" HIGH.

FOR DOORS AND HARDWARE:

1. THE FLOOR ADJACENT TO A DOORWAY SHALL BE LEVEL FOR A DISTANCE OF SIX FEET FROM THE DOOR IN THE

DIRECTION OF DOOR SWING AND SHALL BE NOT LESS THAN SIX FEET WIDE.

2. OPENING TO BE MINIMUM OF 36" WIDE X 80" HIGH WHEN DOOR IS AT RIGHT ANGLE TO CLOSED POSITION, UNLESS

NOTED OTHERWISE.

3. CENTER OF HARDWARE SHALL BE 34 TO 44 INCHES ABOVE FLOOR.

4. LATCHING AND LOCKING DOORS SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR PUSH-PULL TYPE

HARDWARE. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 5 POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE RATED DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS

WITH CLOSER.

5. DOOR THRESHOLD SHALL BE 1/2" HIGH MAXIMUM WITH 1/4" HIGH MAX. VERTICAL EDGE BELOW A BEVELED EDGE

AT 1:2 SLOPE FOR A HEIGHT OF 1/4" MAXIMUM.

VA-FURNISHED / VA-INSTALLED (VV) EQUIPMENT

1. GOVERNMENT WILL REMOVE AND REINSTALL ALL MEDICAL EQUIPMENT, WALL-MOUNTED SYSTEMS, COMPUTERS, MONITORS, BOOKS, FURNITURE, BULLETIN BOARDS, PAINTINGS, HAND SANITIZERS AND OTHER MISCELLANEOUS ITEMS. COORDINATE WITH GOVERNMENT TO PROVIDE (N) WALL ANCHORS AND BACKING WHERE WALL-MOUNTED

ITEMS WILL BE RELOCATED.

AS-BUILTS

1. ON A SET OF DRAWINGS, THE CONTRACTOR SHALL KEEP AN UP-TO-DATE RECORD OF "AS BUILT" CONDITIONS OF THE WORK. UPON COMPLETION OF THE WORK, THAT SET SHALL BE RETURNED TO THE GOVERNMENT COMPLETELY AND NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS, CORRECTIONS, AND REVISIONS IN THE ACTUAL CONSTRUCTION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED BY SUBCONTRACTORS REPRESENTING ALL

MAJOR TRADES FOR THE PROJECT AS WELL AS THE GENERAL CONTRACTOR.

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text Building Number

AutoCAD SHX Text Approved: Chief of Staff

AutoCAD SHX Text Approved: Assistant Director

AutoCAD SHX Text Approved: Chief, Facilities Management

AutoCAD SHX Text Approved: Associate Director - Patient Care Services

AutoCAD SHX Text Location

AutoCAD SHX Text Approved: Director

AutoCAD SHX Text Approved: Associate Director

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DRAWING NO.

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EXPAND MENTAL HEALTH

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CLINIC, B90

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ARCHITECT/ENGINEERS/CONSULTANTS:

AutoCAD SHX Text Office of

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RITA KALWANI

AutoCAD SHX Text 59051

AutoCAD SHX Text Expires 12/31/2020

18"

M A

ABA

LAVATORY

MIRROR

PAPER

TOWEL

DISPENSER

INSULATION @ HOT & COLD

WATER SUPPLY & DRAIN PIPES

SOAP

DISPENSER

M I N

TOILET

TISSUE

DISPENSER

36"

MAX.

CLR.

40" TO BOTTOM OF REFLECTIVE

SURFACE, EXCLUDING FRAME

21"

SURFACE

MOUNTED

COAT HOOK

M A

A X

M A

E A

C H

FINISHED

FLOOR

A F

CLOCK

A F

MONITOR

I N

NURSE

CALL

PULL

CHORD

A X

A F

M A

O C

ELECTRICAL

OUTLET

1-1/2" DIA. S.S.

GRAB BARS

M A

NOTES:

1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO

REACH FOR THE DOOR. 1/4" PER FOOT MAX. IS ALLOWED FOR DRAINAGE.

2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 48".

3. VA REQUIRES MINIMUM 72" X 72" LEVEL PLATFORM AT DOORS.

ACCESSIBLE CLEARANCES @ DOORS IN SERIES

ACCESSIBLE CLEARANCES

TOE CLEARANCE KNEE CLEARANCE

24" MINIMUM EXTERIOR & 18" MIN. INTERIOR

BEYOND STRIKE EDGE OF A GATE OR DOOR

ON THE SIDE TOWARD WHICH IT SWINGS.

DOOR WIDTH PLUS 42"

PROVIDE BACKING

AT GYPSUM BOARD

WALL PER DETAIL

10 TYPE B ON

SHEET 90-AE-503

1 1/2" MIN.

1 1 /2"

6" MAX. 17"-25" 11" MIN.

9" MIN.

8" MIN.

25" MAX.

66 MIN. - VA

48 MIN

30 MIN

" M

V A

48 MIN

(A)

ELEVATION

(B)

PLAN

(A)

ELEVATION

(B)

PLAN

(B)

PARALLEL (SIDE) REACH

(A)

FORWARD REACH

(A) (B)

(C)

WATER CLOSET

PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHTS

CIRCULAR HANDRAIL,

1 1/4"Ø MIN. 2"Ø MAX.

VA FOLLOWS THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) FOR DISABLED ACCESSIBILITY REQUIREMENTS AND SUPPLEMENTS IT WITH ITS OWN "BARRIER FREE DESIGN GUIDE, PG-18-13", WHICH EXCEEDS CERTAIN ABAAS PROVISIONS TO BETTER MEET THE BARRIER FREE NEEDS OF VA IN ITS HEALTHCARE FACILITIES. OTHER STANDARDS, SUCH AS THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) OR OTHER STATE AND LOCAL REQUIREMENTS, MAY BE INVOKED AT THE DISCRETION OF THE CONTRACTING OFFICER.

NOTE: ARCHITECT/ENGINEER WILL NOT BE LIABLE WHERE EXISTING CONDITIONS OUTSIDE SCOPE OF PROJECT PRECLUDE PROVISIONS OF DISABLED ACCESSIBLE PATH OF TRAVEL.

604 WATER CLOSETS AND TOILET COMPARTMENTS.

604.1 GENERAL. WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH 604.2 THRU 604.8.

604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16" (405 MM) MINIMUM TO 18" (455 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSER SHALL BE 17" (430 MM) MINIMUM AND 19" (485 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT HAND OR A RIGHT HAND APPROACH.

HANDRAILS

STAMP

SAVAHCS, TUCSON, AZ 85723

678-329

315 ARDEN AVE, SUITE 26, GLENDALE, CA 91203

www.schwabeng.com

Project No.: S60204180.00

A R C H I T E C T U R E + E N G I N E E R I N G C O N S T R U C T I O N M A N A G E M E N T

U.S. Department of Veterans Affairs

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Bid Set

ACCESSIBILITY STANDARDS AND

TYPICAL MOUNTING HEIGHTS

RK SD 90-GI-004

TURNING RADIUS

12" max

42" min

54" min

60" min m i n

FIGURE 604.5.1

SIDE WALL GRAB BAR AT WATER CLOSET

16"-18"

405-455

FIGURE 604.2

WHEELCHAIR ACCESSIBLE

WATER CLOSETS

FIGURE 604.3.1

SIZE OF CLEARANCE AT WATER CLOSETS

12" min

24" min

36" min

FIGURE 604.5.2

REAR WALL GRAB BAR AT WATER CLOSETS

7"-9"

180-230 FIGURE 604.7

DISPENSER OUTLET LOCATION

" m in.

" m ax

HANDICAPPED ACCESSIBILITY (ABAAS & VA DESIGN GUIDE PG 18-13)

604.3 CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY WITH 604.3.

604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED

PERPENDICULAR FROM THE REAR WALL.

604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED CLOSET CLEARANCE. WHEN THE DOOR TO THE TOILET ROOM IS PLACED DIRECTLY IN FRONT OF THE WATER CLOSET, THE WATER CLOSET CANNOT OVERLAP THE REQUIRED MANEUVERING CLEARANCE FOR THE DOOR INSIDE THE ROOM.

604.4 SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES (485N MM) MAXIMUM MEASURED TO THE TOP OF THE

SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.

604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON

ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.

EXCEPTIONS:

1. THE REAR GRAB BAR SHALL BE PERMITTED TO 24 INCHES (610 MM) LONG MINIMUM, CENTERED ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES

(915 MM) MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET.

2. WHERE ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA.

604.5 GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL.

604.5.1 SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1370

MM) MINIMUM FROM THE REAR WALL.

604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH 604.8.2.

604.7 DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLO0R AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. IF TOILET PAPER DISPENSERS ARE INSTALLED ABOVE THE SIDE GRAB BAR, THE OUTLET OF THE TOILET PAPER DISPENSER MUST BE 48 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND THE TOP OF THE GRIPPING SURFACE OF THE GRAB BAR MUST BE 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM) MAXIMUM ABOVE THE FINISH FLOOR.

* VA HAS STATED THAT THE CASEWORK

AND COUNTERTOP LAVATORIES IN

THIS PROJECT ARE NOT REQUIRED TO

BE ACCESSIBLE.

**IF OUTLET WOULD OVERLAP

COUNTERTOP BACKSPLASH WHEN

INSTALLED PER THIS DETAIL, ROTATE

OUTLET 90 DEGREES AND MOUNT AT

42" ON CENTER.

PROVIDE WALL BACKING FOR

CABINETS PER DETAILS 10 & 14

ON SHEET 90-AE-503

FLUSH VALVE HANDLE @

OPPOSITE SIDE OF WALL

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FIN. CLG.

AutoCAD SHX Text Revisions:

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text Building Number

AutoCAD SHX Text Approved: Chief of Staff

AutoCAD SHX Text Approved: Assistant Director

AutoCAD SHX Text Approved: Chief, Facilities Management

AutoCAD SHX Text Approved: Associate Director - Patient Care Services

AutoCAD SHX Text Location

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AutoCAD SHX Text Approved: Associate Director

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DRAWING NO.

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AutoCAD SHX Text Drawn

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EXPAND MENTAL HEALTH

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CLINIC, B90

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ARCHITECT/ENGINEERS/CONSULTANTS:

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12-J MAUCHLY IRVINE, CALIFORNIA 92618 TEL: (949) 450-8420 FAX: (949) 450-8424

AutoCAD SHX Text Office of

AutoCAD SHX Text Facilities

AutoCAD SHX Text Management

AutoCAD SHX Text

RITA KALWANI

AutoCAD SHX Text 59051

FEFE

FEC

2.7 1.3 0.5 0.3 0.2

H.6

G.7

D.7

2.7 1.3 0.5 0.3 0.2

C.9

B.9

B.3

B.2

A.9

A.6

1 0.823455.766.37899.910.1

H.6

D.7

1 0.823455.766.37899.910.1

3.64.54.64.74.9

B.5

2.8 1.7 1.2 0.7 0.4 0.19

0.1

G.75

G.3

F.6

F.2

2.3 0.9

F.7

D.5

E.5

E.9

FEFEFEFE FE

CLEAN

UTILITY

15880 \

TELEHEALTH

CLINICAL TECHS

10480 \

CONSULTATION

121125 \

CONSULTATION

124125 \

CONSULTATION

126125 \

CONSULTATION

125125 \

CONSULTATION

125125 \

CONSULTATION

125125 \

FAMILY

CONSULTATION

165180 \

TELEHEALTH

ROOM

8180 \

TELEHEALTH

ROOM

8380 \

CONSULTATION

121125 \

CONSULTATION

121125 \

CONSULTATION

119125 \

CONSULTATION

121125 \

CONSULTATION

121125 \

CONSULTATION

123125 \

CONSULTATION

124125 \

CONSULTATION

122125 \

TRTMT RM.

TOILET

8860 \

TREATMENT

182180\

C214

CORRIDOR

C215

CORRIDOR

C216

CORRIDOR

C213

CORRIDOR

FAMILY

CONSULTATION

187180 \

TELEHEALTH

ROOM

13380 \

STAFF

LOUNGE

97100 \

C105A

IT/ELEC.

CLOSET

TELEHEALTH

ROOM

8180 \

WORKSTATIONS

326320 \

CHIEF OF

SERVICE

151150 \1706

SECRETARY

66100 \

OP MGR.

OFFICE

119120 \

OFFICE

120120 \

OFFICE

120120 \

OFFICE

120120 \

STORAGE

106100 \

ENTRY/WAITING

133100 \

CONFERENCE

591500 \

RECEPTION

& WORK AREA

323300 \

C217

CORRIDOR

C218

CORRIDOR

C105

(EXTENDED)

CORRIDOR

C106

VESTIBULE

STAFF

LOUNGE

122120 \

TOILET

6960 \

TOILET

7060 \

TOILET

6360 \

TOILET

6360 \

C212

CORRIDOR

EXAM ROOM

116120\

EXAM ROOM

123120 \

EXAM ROOM

125120 \

EXAM ROOM

113120 \

ALCOVE

4420 \

ALCOVE

3620 \

FIRE & LIFE SAFETY PLAN

1/16" = 1'-0"1

STAMP

SAVAHCS, TUCSON, AZ 85723

678-329

315 ARDEN AVE, SUITE 26, GLENDALE, CA 91203

www.schwabeng.com

Project No.: S60204180.00

12-J MAUCHLY

IRVINE, CALIFORNIA 92618

TEL: (949) 450-8420

FAX: (949) 450-8424

A R C H I T E C T U R E + E N G I N E E R I N G C O N S T R U C T I O N M A N A G E M E N T

U.S. Department of Veterans Affairs

X P

A N

E N

T A

E A

L T

L I N

I C

12-06-2019

Bid Set

8' 16'0 32'

1 2

FIRE LIFE SAFETY PLAN

RK SD 90-GI-005

LEGEND

PROJECT DATA

COMMON PATH OF EGRESS TRAVEL

EXIT DOOR

1 HR. RATED AREA

TRAVEL DISTANCE

XX'

EXIT WAY

(E) WALLS TO REMAIN

(N) WALLS

PATH OF EXIT ACCESS TRAVEL

RECESSED FIRE EXTINGUISHER CABINET & FIRE

EXTINGUISHER, SEE DETAILS 1 ON 90-AE-503 & 11

ON 90-AE-505.

FEC

ROOM NUMBER

APPLICABLE CODE:

· NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 AND NFPA 5000,

2018 EDITIONS

· 2018 INTERNATIONAL BUILDING CODE (IBC)

CONSTRUCTION:

· FULLY SPRINKLERED PER NFPA 101 SECTION 9.7

· CONSTRUCTION TYPE: II (000), NFPA 101

· PRIMARY STRUCTURAL FRAME: UNPROTECTED

· FLOOR CONSTRUCTION: UNPROTECTED

· ROOF CONSTRUCTION: UNPROTECTED

HEIGHT & AREA:

· ALLOWABLE NUMBER OF STORIES: 3, NFPA 101

· EXISTING STORIES: 1

· ALLOWABLE BUILDING AREA (IBC): 23,000 SF PER STORY,

WITH SPRINKLER INCREASE: 92,000 SF

· EXISTING BUILDING AREA: 51,984 SF

· NEW ADDITION AREA: 7,492 SF

· NEW TOTAL BUILDING AREA: 59,476 SF

· (RENOVATED AREA WITHIN EXISTING BUILDING: 3,135 SF)

OCCUPANCY:

· OCCUPANCY GROUP: NEW BUSINESS OCCUPANCY, NFPA 101 PARAGRAPH

6.1.11

SEPARATIONS:

· (E) 1-HOUR RATED WALLS AND (E) SMOKE BARRIERS ARE TO BE

MAINTAINED.

· (N) SMOKE PARTITION AT STORAGE ROOM PER NFPA 101 PARAGRAPHS

38.3.2.1 AND 8.7.1.2. PER PARAGRAPH 8.4.3, DOOR IS NOT REQUIRED TO BE

RATED.

· THERE ARE NO SPECIAL REQUIREMENTS FOR SEPARATION PER NFPA 101

PARAGRAPH 38.3.7.

· CORRIDOR SEPARATION IS NOT REQUIRED PER NFPA 101 PARAGRAPH

38.3.6.1 (3).

EGRESS INFORMATION:

· EXISTING OCCUPANT LOADS

- OFFICE = 341 OCCUPANTS

- WAITING = 514 OCCUPANTS

- ASSEMBLY = 286 OCCUPANTS

- TOTAL EXISTING = 1,141 OCCUPANTS

· NEW OCCUPANT LOADS (NFPA 101 TABLE 7.3.1.2)

- BUSINESS USE, 150 SF PER PERSON, 9,819 SF / 150 = 66 OCCUPANTS

- ASSEMBLY, LESS CONCENTRATED USE WITHOUT FIXED SEATING, 15 NET

SF PER PERSON, 802 SF / 15 = 54 OCCUPANTS

- TOTAL NEW = 120 OCCUPANTS

· TOTAL BUILDING OCCUPANTS = 1,261

· REQUIRED NUMBER OF EXITS:

- NOT LESS THAN 4, PER NFPA 101 PARAGRAPH 7.4.1.2(2)

- 9 EXITS PROVIDED

· REQUIRED EGRESS CAPACITY (NFPA 101 TABLE 7.3.3.1):

- LEVEL COMPONENTS, .2 INCHES PER PERSON, .2 x 1,246 = 249.2 INCHES

- TOTAL EGRESS CAPACITY PROVIDED BY 9 EXITS = 482.25 INCHES

· MAX. COMMON PATH OF TRAVEL DISTANCE TO EXIT (NFPA 101

PARAGRAPH 38.2.5.3.1): 100 FT.

- TRAVEL DISTANCE TO EXIT AS DESIGNED DOES NOT EXCEED 100 FT.

· MAX. TRAVEL DISTANCE TO AN EXIT ACCESS DOOR (NFPA 101 PARAGRAPH

38.2.6.3): 300 FT.

- TRAVEL DISTANCE TO EXIT ACCESS DOOR AS DESIGNED DOES NOT

EXCEED 300 FT.

FEC

(E) 1-HR FIRE RATED WALLS TO REMAIN

(E) SMOKE BARRIER TO REMAIN

FE SURFACE MOUNTED FIRE EXTINGUISHER

FECFEC

FEC

FEC FEC

FEC

FEFE FE

FE FE

FEC FEC

FE FE

9' 48'

15'

10'

76'

102'

124'

21'

56'

18'

159'

21'

32'

NUMBER OF PERSONS EXITING

FEC

(N) SMOKE BARRIER AT STORAGE

15'

43'

13'

42'

FEC

28'

(N) EXIT LIGHT

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EXAM

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(ISOLATION)

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EXAM

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(ISOLATION)

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PHARMACY

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COUNSELING

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INTERN

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WAITING

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AREA

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EMS EQUIP.

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EMS SUPPLY

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TRASH

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STAFF

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TLT.

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PROGRAM

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MANAGER

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FAMILY

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RECYCLING

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STAFF

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TLT.

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LOUNGE

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CORRIDOR

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MAIN

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ELECTRICAL ROOM

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INTERN

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INTERN

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RESIDENT

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RESIDENT

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PSYCH. TEST

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CORRIDOR

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COUNSELING

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COUNSELING

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CORRIDOR

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EDUCATION

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SECRETARY

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A…

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File details come from the government source that posted it. Updated Oct 5, 2020.