4-4-2021 Combined Documents Addendum 2.pdf

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VA Project: Renovate MH Ward 1L, 1H, and 1K

VA Project #: 618-17-127

VA Addendum #2 Information

Date: April 4, 2021 submitted by:

Anderson Engineering of MN

Contact: Steve Schlotthauer 13605 1st Ave N, Suite 100

Plymouth MN 55441

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DRAWING SHEET REVISIONS

GI001 OVERALL PHASING PLAN - LEVEL 1

a. Phase 2 work on North side of temporary partition is to include new finishes scheduled in

Corridors C1-65, and 1K 100.

b. The scope of work occurring within the courtyard will begin during phase II. Work is to be coordinated so as not to conflict with seasonal resident use of the courtyard. Scheduling of this work to be coordinated with COR.

GI002 ENLARGED PHASING PLAN - CONSTRUCTION BOUNDARIES

a. Detail 1/GI001 is to be updated to reflect inclusion and revised sequencing of corridors as noted in revision item b. for sheet GI001, and phasing of Courtyard alterations and improvements

G101 LIFE SAFETY PLAN

a. Bounding walls of existing exit Corridor to the South of Stair 8 is an existing 2hr fire barrier and will retain this rating.

b. The interstitial level floor associated with the first level is a one-hour fire rated assembly. The integrity of this assembly is to be maintained.

c. Add the outlined information below to the sheet

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SG008 STRUCTURAL DETAILS

1. DETAILS 7,8,9: Details are for WON DOOR SUPPORT. Where details refer to plan, reference plan information below.

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2. Refer to the plan information below for the structural support of the ACCORDIAN WALL PARTITION in phase 3, area L.

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3. ADD the Details 10, 11 and INTERSTITIAL SPACE GENERAL NOTES provided below to this sheet.

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4. ADD to sheet detail 13, shown below: Shower Floor Recess for use @ STAFF LKR/TLT Rm 1H-105.

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5. ADD to sheet detail 14, shown below: Toilet Partition Support @ STAFF LKR/TLT Rm 1H-105.

A001 ARCHITECTURAL RENOVATION & DEMOLITION GENERAL NOTES & KEYNOTES

a. Delete this sheet in it’s entirety.

A002 ARCHITECTURAL RENOVATION & DEMOLITION GENERAL NOTES & LEGENDS

a. Sheet is to be renamed “WALL TYPES AND TYPICAL FRAMING DETAILS”

b. DELETE: Note #4 “ALL GWB TO BE SMOOTH FINISH THROUGHOUT, LEVEL 5 FINISH, UNLESS NOTED

OTHERWISE.” Refer to specifications.

c. ADD the following text to the “Temporary Partition Detail”:

i. Where temporary doors occur within temporary partitions, door and frame assemblies are to provide a 45 min fire rating. Doors are to have locking and latching hardware meeting construction exiting requirements. Keying is to be per requirements of the COR.

ii. Temporary partitions are to extend to bottom of interstitial level floor structure.

d. ADD DETAIL: “TYPICAL PARTITION CONTROL JOINT FRAMING AT DOORS”, see attached.

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AD100 OVERALL DEMOLITION PLAN - LEVEL 1

a. Demolition General Notes and Demolition Key Notes on this sheet are applicable to all Phase 2 and

Phase 3 Architectural Demolition Plans and RCP Sheets. Note: Not all demolition keynotes are used on each sheet.

b. Replace all DEMOLITION GENERAL NOTES on sheet with the following:

DEMOLITION GENERAL NOTES

1. Where alterations expose, or require penetrations in the gypsum floor of the interstitial level above, patch the existing floor to restore integrity and fire resistance of the assembly. See structural for patch requirements.

2. Coordinate demolition scope with mechanical, electrical, and plumbing demolition and new work. MEP demolition includes demolition of elements in interstitial level above.

3. Demolition and construction must be sequenced and coordinated to insure the hospital’s operations are continually maintained.

4. Demolition and replacement of existing exterior windows is to be sequenced to preserve existing building temperature, pressure, and security. Intended sequencing to be reviewed with COR prior to commencing work.

5. Demolition plan reflects information gathered from existing drawings and field inspections.

Each contractor shall verify accuracy of Information and include all required demolition in his bid. All contractors shall report any discrepancies to the VA.

6. The locations of items to be demolished as indicated on plan are approximate and must be field verified. Any discrepancies in conditions depicted are to be reported to the COR before demolition occurs. Stop work and contact VA COR for direction if demolished walls contain unanticipated piping, electrical, or structural elements.

7. Existing elements to be demolished are shown dashed. Existing elements to remain are shown as light grey.

8. Provide new penetrations at openings as required for all new piping and ductwork.

9. Contractor to ensure all remaining devices, including lights, smoke detectors, and speakers remain functioning and are properly supported and protected during all demolition and rebuild operations. Cover all smoke detectors during pipe soldering, etc. to prevent false alarms.

10. Patch and/or repair all wall surfaces to match adjacent surface where demolition disturbs materials and surfaces otherwise not identified for demolition. Prep, prime and paint the entire wall at the repair.

11. dashed lines indicate demolition elements. Solid grey lines indicate existing elements to remain. U.N.O.

12. Existing windows and frames that are shown to remain on plans need to be protected from damage during demolition and construction.

13. Review items to be salvaged, and/or reused with COR prior to demolition. Return items identified by the drawings and by the COR which are not designated to be reused, or reinstalled.

14.Existing fireproofing damaged, or removed due to demolition, or construction activities is to be patched, or restored to level of required fire protection.

15. Remove existing finishes designated for removal to substrate below unless noted otherwise.

Patch and repair substrate as required for installation of new finishes.

16. Refer to mechanical dwgs for related mechanical demolition & new construction not shown.

17. Refer to electrical and technology dwgs for related electrical & technology demolition & new

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18. Existing fire protection system to remain operational during construction unless otherwise arranged with the COR.

19. Refer to code review & life safety plans for fire & smoke partition legend.

20. Demolition waste to be removed to dumpster. The COR will approve of dumpster locations

21. Disruptive activities in occupied spaces to be limited as directed by cor. Coordinate well in advance with COR prior to beginning work.

22. in areas that are to be occupied and/or operational during the construction period and designated for after-hours and/or weekend work, the contractor shall return area to serviceable condition prior to the end of the contractor’s work period including cleaning of area and reinstallation of acoustical tile ceilings.

24. Coordinate removal of existing door hardware to be replaced where new door hardware is identified on door schedule on existing doors.

25. Devices and utilities serving other floors are to be identified and protected during demolition.

Any modification of these elements is to be coordinated with COR prior to work.

26. All structural elements are to be protected from damage.

27. Retain metal studs along exterior wall during demolition.

28. Ceilings not otherwise identified for removal are to be temporarily supported and any damaged elements are to be patched or replaced to return the ceiling to its original condition.

Replace damaged elements with those matching existing materials and finishes.

29. See reflected ceiling plans for extents of ceiling to be replaced.

c. Replace all DEMOLITION KEYNOTES on sheet with the following:

DEMOLITION KEY NOTES

1. Remove existing ceiling as needed and prep for new construction.

2. Remove existing casework.

3. Remove existing wall furring. Protect existing elements & structure.

4. Remove existing door. Paint frame as needed to match existing.

5. Remove existing door and frame.

6. Remove existing wall in its entirety.

7. Remove portion of exist gwb/metal stud wall. Protect adjacent surfaces.

8. Remove all plumbing fixtures in this room.

9. Protect and retain soiled linen chute which will remain in operation throughout construction serving other floors

10. Remove existing windows and frames. Protect adjacent surfaces.

11. Existing toilet rooms – remove all plumbing fixtures; remove ceramic tile flooring to concrete substrate. See mep demo drawings for capping of existing plumbing lines.

12. Remove existing finishes and ceiling.

13. Remove existing window, pre-cast sill, and framing. See detail 1/a501 for more information.

14. Sticky walk-off mat at construction entrances.

15. Contractor and material ingress/egress path. Maintain path for egress during construction.

16. Erect non-combustible temporary construction barrier. See temporary partition detail on a002.

17. Exist door at stairs to remain accessible during duration of construction for emergency egress.

18. See elec. For work associated w/ data closet; schedule & coordinate work in closet w/ cor.

19. Exist fire sprinklers in room to remain (typ).

20. Existing fire extinguisher cabinet.

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21. Extents of work/laydown areas for this project.

22. Remove existing shower stalls, ceramic tile, and floor drains.

23. Demo work in this area requires removal of entire existing gwb/plaster ceiling, field verify.

Remove ceiling in room. Remove as shown and coordinate removal and reinstallation of ceiling equipment (example: lighting and diffusers) in new ceiling. Contractor is responsible to

Coordinate removal, salvage and reinstallation of other equipment (example: lighting and diffusers) that might be displaced in the process. Area shown is an approximate area to be removed. Verify existing conditions with COR during pre-construction walk thru, additional costs will not be allowed.

24. Complete demolition of area shown to interstitial level above. Exterior walls are to be demolished to metal studs behind existing surface. Verify and coordinate demolition required at perimeter of demolition area with scope of new materials and finishes. Remove interior walls, doors, windows, ceilings and finishes in their entirety U.N.O.

25. Existing doors used as a part of construction partition and are to be demo'd only when only when construction in the associated phase has been completed.

26. Existing doors to be secured shut and entry restricted from patients. Locking anti-ligature hardware is to be installed so as to secure these doors during phase 2. COR to review and approve hardware used and be provided access keys.

27. Remove existing floor base & floor finish to bare concrete and prep for new floor finishes.

Refer to finish plans and finish schedules for new finishes and locations.

28. Remove wall mounted accessories. Patch and repair as needed to match existing.

29. Remove existing brick column

AD101 OVERALL REFLECTED CEILING PLAN DEMOLITION - LEVEL 1

a. Delete existing Demolition General Notes and replace with “See sheet AD100 for Demolition

General Notes and Demolition Key Notes Applicable to this sheet.”

b.

AD101-P1 ARCHITECTURAL DEMOLITION PLANS - LEVEL 1 - AREA L - PHASE 1

c. Delete existing Demolition General Notes and replaced with “See sheet AD100 for Demolition

General Notes and Demolition Key Notes Applicable to this sheet.”

a. Delete Keynote 17 at Stair, 6.

b. Handrail demolition shown in corridor C1-64A is to occur as part of phase 2 demolition rather than phase 1.

c. New accessible shower is to replace existing tub in room 1L-136A. Coordinate demolition requirements with those for new shower.

d. Add the following General Notes

1) Coordinate the extent of the demolition in this phase with the requirements for new construction including demolition required for access, or installation of MEP, devices, fixtures, and components.

2) Where existing construction has been removed, patch or infill with new materials or finishes to match adjacent materials and finishes. Where matching finishes are not available, replace finishes with complimentary materials of like type for entire wall, floor area, etc..

Complimentary materials and extents are to be reviewed and approved by the COR.

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3) Coordinate scope of demolition work with demolition required by Mechanical, Electrical, and

Plumbing drawings for demolition, installation, or access required for work in this phase.

4) Provide temporary supports as necessary to preserve or support existing construction to remain.

5) At existing corridor C1-313, and 1H-118 existing handrails are to be demolished. New handrails are to be provided in Phase 2 construction.

6) Coordinate scope of demolition on this sheet with new construction requirements on sheet

A101-P1.

AD101.A-P1 ARCHITECTURAL DEMOLITION PLANS - RCP - LEVEL 1 - AREA L - PHASE 1

a. Demolition General Notes.

1. Add Note: Remove existing handrails, Remove vinyl wall covering, patch and prepare walls for new paint in existing Corridors C1-58, C1-59, C1-60, C1-61, and C1-63.

2. Patch drywall and prepare all patient rooms for new paint.

3. Patch drywall and prepare for new paint in existing rooms IL-102, and IL-103

4. At patient toilet rooms remove all ceramic tiles which have been damaged or has holes from the mounting of previous fixtures and toilet accessories.

5. Remove ceiling projector, speakers, and wall mounted screen at existing rooms IL-130, and IL-

109. Patch and prepare walls for new paint.

AD102-P2 ARCHITECTURAL DEMOLITION PLANS - LEVEL 1 - AREA K - PHASE 2

a. Delete existing Demolition General Notes and replaced with text stating, “See sheet AD100 for

Demolition General Notes and Demolition Key Notes Applicable to this sheet.”

AD102.A-P2 ARCHITECTURAL DEMOLITION PLANS - RCP - LEVEL 1 - AREA K - PHASE 2

AD103-P2 ARCHITECTURAL DEMOLITION PLANS - LEVEL 1 - AREA H - PHASE 2

Demolition General Notes and Demolition Key Notes Applicable to this sheet.”

a. Coordinate demolition of existing handrails including those shown as to remain with new construction scheduled.

c. Work adjacent to occupied areas is to be scheduled per COR requirements as noise may impact occupied areas.

AD103.A-P2 ARCHITECTURAL DEMOLITION PLANS - RCP - LEVEL 1 - AREA H - PHASE 2

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AD104-P3 ARCHITECTURAL DEMOLITION PLANS - LEVEL 1 - AREA L - PHASE 3

AD104.A-P3 ARCHITECTURAL DEMOLITION PLANS - RCP - LEVEL 1 - AREA L - PHASE 3

AD201 EXTERIOR DEMOLITION ELEVATIONS

a. Removal of exterior brick to bottom of window elevation required for new exterior brick shown in detail 8/A502. Verify new lintel is not required prior to demolition.

A100 OVERALL PLAN - LEVEL 1

a. Replace text in Renovation General Notes in note #2 stating “All finishes and hardware to be anti-ligature.” With “Fixtures, features, and hardware in areas with patient access are to be anti-ligature.”

A101-P1 ARCHITECTURAL PLANS - LEVEL 1 - AREA L - PHASE 1

b. At door C1—61D hinge locations are correct, however, door swing directions are to be reversed to avoid conflict with entry to Exam Rm, 1L-103.

c. Contractor responsibility to construct new walls as required for continuity of existing smoke and fire barriers in area L. Coordinate new partition construction requirements with COR.

d. Storage rooms 1-L121, and 1L-123 , walls of these rooms are to have a 1-hour fire rating.

e. Phase 1 General Notes:

1. Replace Note #3 in with the following text: “Replace the two existing non-locking fire extinguisher cabinets present in unit and the existing fire connection cabinet and replace with new flush mounted lockable fire extinguisher and fire connection cabinets. Verify location of new cabinets with COR.”

2. Delete Note #7. Refer to flooring information issued via this addendum as added to sheet AF-

002.

3. Replace Note #8 with the following text: “Replace the existing (6"x27" - Verify) vision lites present in 4 existing doors and replace the existing half lite windows present in two existing doors with new LG-1 glazing. Replace existing trim screws with tamper resistant screws at these locations”

4. Add Note #10. Coordinate locations requiring alterations, or access with scope of Mech., Elec, or

Plumbing work. Patch areas of walls removed or disturbed with materials and finishes of like kind.

5. Add Note #11 Provide new handrail (HR-2) where existing handrail was removed in Corridor C1-

58, C1-59, C1-60, C1-61, C1-61D, and in Sally Port.

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A101.A-P1 ARCHITECTURAL PLANS - LEVEL 1 - AREA L - PHASE 1- RCP

a. Refer to MEPF drawings for quantities and locations of ceiling mounted lights, diffusers and devices.

b. At Rm IL-103A provide new painted gypsum board ceiling.

c. Provide new ceiling components as necessary due to demolition, including new ceiling grid components and panels, to match or complete existing where new walls interrupt existing ceiling.

d. Corridors C1-58, C1-59, C1-60, C1-61, and C1-63 and L1-61D are to receive new tamper resistant 2x4 ceiling. Basis of Design for new ceilings is Armstrong Metalworks Secure Lock tamper resistant ceiling system.

ARCHITECTURAL DRAWING REVISIONS – GENERAL

1. Typical resident toilet rooms to be constructed in Phase II and III have been modified. Perimeter walls of Resident room remain unchanged. Shower configurations are to be configured as shown on the revised Typical Resident Room layouts attached to this addendum. Addendum 2 Sheet A401, details

1,2, and 3 and replace prior details 1, 2, and 3 on sheet. Alterations include reconfiguration of shower and sloped floor configuration and extents for recess in new bathroom and shower floors. Slopes are to be ¼” / foot in shower and the sloped area shown adjacent to shower drain. Floors in toilet room to slope as shown to linear drain.

2. Interior window frames in Theatre Rm 1K-118, Alcove C1-718, and RN Station 1-L-120 each of these locations show 2 windows forming an outside corner condition. These windows are to be constructed as a single window assembly and not as separate window frames.

3. All wood blocking shown in architectural drawings is to be fire treated wood blocking.

A201 EXTERIOR ELEVATIONS

a. Refer to detail 8 / 502 for locations of new brick.

A302 BUILDING & WALL SECTION DETAILS

b. Remove all references to VA provided materials and finishes. All feature wall materials and finishes are to be provided by the Contractor. Contractor to coordinate with VA on product and finish selection.

c. Basis of Design products for feature wall are as follows:

Decorative Artificial Plants: Fire Retardant Artificial Foliage roll, or mat by Plantscape. Boxwood foliage or similar with final selection by VA.

Stone: Veneer limestone, Honey Stone Colors in Ashlar pattern and veine cut blend of honed and polish finished stone.

A402.A ENLARGED ARCHITECTURAL PLANS

Lockers shown in elevations are to be installed with a 4” concrete base and a prefinished sloped metal top with matching finish to lockers.

A502 ARCHITECTURAL DETAILS

a. Detail 7/A502: Contractor to provide threaded rod and supporting structure above per details 7,8, and

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9 on sheet SG008.

b. Detail 8/A502: Drawings indicate new exterior wall assembly at pier. Wall assembly requires application of air barrier on exterior sheathing. See attached spec section:

072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS, VAPOR PERMEABLE

c. Detail 8. Continue wall (Wall type C) from WON DOOR pocket to face of exterior sheathing to provide continuity of smoke and fire rated wall to exterior wall.

d. Detail 9. Coiling shutter has been deleted from this location. Construct soffit as shown.

A503 ARCHITECTURAL DETAILS

a. Detail 8. FEC is to have an anti ligature cabinet pull.

b. Detail 10. Refer to item #20 on Technical Questions and Responses. Pocket shown in detail will be revised to length required for a 40’ door.

A701 DOOR & WINDOW SCHEDULES & DETAILS

a. Door widths have been updated as per the summary below, in accordance with VA facility specific standards.

1. Phase 1: Doors 1L-103, 1L-103A, 1L-105A, 1L-108B, 1L-112A, 1L-127A, 1L-128A, 1L-134A, 1L-135A, 1L-136B and 1L-137B: 44” width.

2. Phase 2: Doors 1K-118 and 1K-119A: 44” width.

3. Phase 3: Doors 1L-101, 1L-102, 1L-104, 1L-105A, 1L-105B, 1L-107A, 1L-107B, 1L-110, 1L-112, 1L-

113A, 1L-114, 1L-116, 1L-121, 1L-122, 1L-123, 1L-123A, 1L-124, 1L-124A, 1L-125, 1L-125A, 1L-126, 1L-126A, 1L-128, 1L-128A, 1L-128-B, 1L-128C, 1L-128, 1L-129: 44” width.

b. For Door Type ‘G’, Overhead Door, provide of stainless steel material.

c. At all patient toilet rooms replace current door type with new door type “I”. Door Type I - Basis of

Design: Norva Plastics Suicide Prevention Door, Version 1.

(Norva Plastics Inc., norvaplastics.com, 757-622-9281)

d. Windows W4, and W21 at Work Room, 1H-110A are to be a 60-minute fire-rated system that incorporates butt-glazed fire-resistive glass with a fire-resistive perimeter frame. Basis of Design for window and glazing system: Superlite II – XL 60, Architectural Series (Mfgr: Saftifirst), Finish to match windows by section 10 23 10.

e. Revise Schedule to change Frame type at patient room entry doors to be new frame type 10 as described on narrative for sheet A702.

f. Refer to assemblies identified to be provided by section 10 23 10 in the prior addendum (except as noted in item c above for W4 and W21). Remove all references to CRL products as the basis of design. Basis of Design has been revised as follows so as to accept laminated glass:

Glazing is per section 08 80 00 for glass window and door assemblies. Frame, Rails and hardware are to be provided as follows:

a. Contractor to provide all hardware and accessories for complete installation. Hardware components are to be provided with appropriate models for door and glass lite size and functionality identified on plans, elevations.

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b. Hardware Basis of Design: MUNDUS Premium Hardware by Dormakaba at glass window and door assemblies; Hardware includes:

1. Patch Fittings

2. Rails (Frame height to correspond to 2-1/2” Frame for W4, and W21)

3. Pivot Hinges (with Closer function)

4. Clear gaskets and seals between glass panes (and at side edges in locations where smoke seals are required).

A702 DOOR & WINDOW DETAILS

a. Frame Type 2 – Not Used

b. Frame Type 1 – Glazing to be IL-1B.

c. Window Type 1 - Glazing to be IL-1B.

d. Refer to Addendum narrative for Sheet A701 for revisions to Windows W4 and W21 and assemblies provided under spec section 10 23 10..

e. Refer to Addendum narrative for

b. Add new frame type (10) – 2” Hollow metal frame for use at patient room entry doors. Stopless

Frame to accommodate emergency stops as specified in section 08 71 00.

A703 DOOR & WINDOW DETAILS

General Notes:

a. Add General Note: Frame and glazing type shown on details are approximations and may not represent frame profiles and glazing type as scheduled or specified. Refer to associated specification sections for frame information and frame elevations, as amended in addendum 2, for frame and glazing types.

b. Details 2 and 4 – Provide solid surface sill at sill condition.

c. Detail 6 – Provide clear silicone glazing gasket at perimeter of frame for smoke seal.

d. Details 7 and 8 - Refer to Addendum narrative for Sheet A701 for revisions to Windows W4 and W21 and assemblies provided under spec section 10 23 10.

AF-002 ARCHITECTURAL FINISH PLAN & SIGNAGE SCHEDULE

e. At shower stalls floor porcelain tile shall be installed over tapered mortar bed, sloped ¼” per foot toward floor drain. Line shower stall floor with tile sheet waterproofing isolation membrane and wrap up vertical faces of shower stall minimum 8”, behind finished wall tile but over wall sheathing.

Provide liquid-applied elastomeric waterproofing membrane beneath the remainder of the toilet room porcelain tile flooring. Slope remainder of toilet room porcelain tile flooring by tapering the mortar bed as indicated in the updated attached details 1, 2 and 3 from sheet A401.

f. Phase-I Finish Schedule:

1. Paint (P-1), All walls (Corner to corner): Corridor C1-58, C1-59, C1-60, C1-61D, C1-63, and Sally

Port, IL-102, and IL-103.

2. Paint (P-5), Ceiling: IL-102, and IL-103.

3. Paint – Sherwin Williams (Color – SW6219 Rain, eggshell), All walls (Corner to Corner), All Patient

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Rooms

4. Ceramic Tile, 4”x4” Daltile, color Matte Biscuit K775, (Existing tile match for infill and replacement tile): Patient Toilet Room.

AF102 ARCHITECTURAL FURNITURE PLAN – LEVEL 1 – AREA K

a.HR-1 locations identified on this sheet are to be relabeled HR-2

AF104 ARCHITECTURAL FURNITURE PLAN – LEVEL 1 – AREA L

a.HR-1 locations identified on this sheet are to be relabeled HR-2

b. Handrail (HR-2) and Crash Rail (CR-1) are to be added to both sides of Corridor, C1-60.

c. Handrail (HR-2), and Wall Protection (RSV-1 to a height of 34” A.F.F) are to be added to both sides of

Corridor, C1-61.

AI-101 CASEWORK SECTIONS & DETAILS

a. All blocking shown or identified as wood is required to be fire treated wood.

b. All base cabinets should be provided one adjustable, or fixed shelf.

c. All millwork door pulls in patient accessible areas shall have anti-ligature pulls, style to match facility standards, as approved by the VA during shop drawing approval process.

d. All millwork drawers and doors shall be provided a keyed lock.

QH100 TYPICAL MOUNTING HEIGHTS AND EQUIPMENT SCHEDULE

a. Shower seats are to be of portable style, furnished and installed by the VA. There will be no built-in shower benches in this project.

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MECHANICAL ADDENDUM

• SHEET FX100 – FIRE SUPPRESSION PLAN – OVERALL FINAL

o Existing sprinkler zone boundaries are modified. Connect sprinklers in former sprinkler zone 358 to sprinkler zone 337. Provide hydraulic calculations during the submittal process that demonstrate adequate pressure/flow at remote areas within revised sprinkler zones.

• SHEET FX102-P2 – FIRE SUPPRESSION PLAN – AREA K – PHASE 2

o Refer to comment for Sheet FX100 regarding revised sprinkler zone.

• SHEET FX103-P2 – FIRE SUPPRESSION PLAN – AREA H – PHASE 2

o Refer to comment for Sheet FX100 regarding revised sprinkler zone.

o The identification of EX Office as an Ordinary Hazard (Gr. II) appears to be in error. VA to confirm if the room will house chemicals or storage racks above 8’ that would require this hazard designation.

• All Plumbing and Mechanical Drawings:

o Numerical grid bubbles do not coordinate with existing building or architectural plans. Bidding contractors shall make drawing references using grid bubble designation found on the architectural or electrical plans.

o Interstitial plans overlaid on floor plan below. While this method does make alignment with the floorplan below more straight-forward, it also leads to confusion as to where the piping and ductwork are to be routed. Contractor shall bid documents assuming that domestic water, sanitary vent and HVAC ductwork and piping is located in the interstitial space above. The mechanical contractor is responsible for all core drilling required for extension of piping and ductwork between levels. No flexible duct is permitted at floor penetration; hard duct only with fire sealant around each penetration to maintain a 1-hour rating (typical of all penetrations).

• SHEET PD102U-P2 – PLUMBING DEMOLITION PLANS – UNDERGROUND - AREA K - PHASE 2

o There is a tunnel, extending roughly between Gridlines V and W, below the project area. For all sanitary piping that lies outside of the basement area, saw cut floor for pipe demolition. For all sanitary piping that is located in the tunnel that will be removed, patch wall at former pipe penetrations.

• SHEET PD103U-P2 – PLUMBING DEMOLITION PLANS – UNDERGROUND - AREA H - PHASE 2

o Drawing title is incorrect as piping is located on basement interstitial level. Saw cut floor for pipe demolition that occurs beyond the basement at approximately Gridline 7.

• SHEET PD104U-P2 – PLUMBING DEMOLITION PLANS – UNDERGROUND - AREA L - PHASE 3

o Most piping in this area is underground, but there are basement and steam tunnel walls that will interfere with pipe demolition and some demolition will occur in the interstitial space below.

Saw cut floor on grade for pipe demolition. Patch former wall penetrations.

• SHEET PD101-P1 – PLUMBING DEMOLITION PLANS - AREA L - PHASE 1

o Plumbing fixtures are shown demolished. Contractor shall include the work effort to demolish walls and existing plumbing fixture carriers.

o Contractor shall note that Directive 1061 for Legionella Control prohibits any dead leg piping from abandoned tee connections. Any point of disconnect shall fully remove associated tee and replace with straight section of pipe. Abandoned tees, or piping simply disconnected and

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• SHEET PD102-P2 – PLUMBING DEMOLITION PLANS - AREA K - PHASE 2

o Key Note PD02 directs contractor to demo branch piping and cap at main; however according to drawing, mains are to be demolished as well. Contractor shall remove all domestic cold, hot, recirculation and sanitary vent piping within the scope of work.

o Contractor shall note that Directive 1061 for Legionella Control prohibits any dead leg piping from abandoned tee connections. Any point of disconnect shall fully remove associated tee and replace with straight section of pipe. Abandoned tees, or piping simply disconnected and capped at existing valves, will not be acceptable.

• SHEET PD103-P2 – PLUMBING DEMOLITION PLANS - AREA H - PHASE 2

o Key Note PD02 directs contractor to demo branch piping and cap at main; however according to drawing, mains are to be demolished as well. Contractor shall remove all domestic old, hot, recirculation and sanitary vent piping within the scope of work.

o Contractor shall note that Directive 1061 for Legionella Control prohibits any dead leg piping from abandoned tee connections. Any point of disconnect shall fully remove associated tee and replace with straight section of pipe. Abandoned tees, or piping simply disconnected and capped at existing valves, will not be acceptable.

• SHEET PD104-P3 – PLUMBING DEMOLITION PLANS - AREA L- PHASE 3

o Key Note PD02 directs contractor to demo branch piping and cap at main; however according to drawing, mains are to be demolished as well. Contractor shall remove all domestic cold, hot, recirculation and sanitary vent piping within the scope of work.

o Contractor shall note that Directive 1061 for Legionella Control prohibits any dead leg piping from abandoned tee connections. Any point of disconnect shall fully remove associated tee and replace with straight section of pipe. Abandoned tees, or piping simply disconnected and capped at existing valves, will not be acceptable.

• SHEET PP102U-P2 – PLUMBING PLANS – UNDERGROUND - AREA K - PHASE 2

o There is a tunnel, extending roughly between Gridlines V and W, below the project area. Saw cut floor for installation of new sanitary sewer piping that extends outside the boundary of the tunnel. Provide modular link sleeves at all pipe penetrations of concrete walls. Patch walls at former pipe penetrations. Patch floor that has been saw cut for demolition and installation.

o It is the contractor’s option to redesign sanitary piping shown on the plans to minimize the amount of tunnel wall penetrations and to coordinate with the existing north/south pipe runs.

Contractor’s layout must be submitted to the COR in a 3D rendering and approved prior to the commencement of construction.

• SHEET PP103U-P2 – PLUMBING PLANS – UNDERGROUND - AREA H - PHASE 2

o Ignore drawing title; piping is located on basement interstitial level, not underground.

• SHEET PP104U-P3 – PLUMBING PLANS – UNDERGROUND - AREA L - PHASE 3

o Saw cut floor on grade for installation of new sanitary sewer piping. Provide modular link seals at all pipe penetrations of concrete walls. Patch walls at former pipe penetrations. Patch floor that has been saw cut for demolition and installation.

• SHEET PP101-P1 – PLUMBING PLANS – LEVEL 1 - AREA L - PHASE 1

o Disregard key note direction to connect to existing waste vent and water piping. Provide new

20 | P a g e sanitary sewer, vent and domestic water piping for all plumbing fixtures. Provide and install carriers for all wall-mounted fixtures.

• SHEET PP102-P2 – PLUMBING PLANS – LEVEL 1 - AREA K - PHASE 2

o Disregard key note direction to connection to existing domestic water pipe mains. Provide new cold water, hot water and recirculating hot water mains and connect to existing at the perimeter of the project area.

o Disregard key note PP11 and the installation of a circuit setter at each sink. Provide ASSE 1070 mixing valve at each sink. Refer to PP102-P2 rev1 for redesign of domestic water (red lines) and hot water recirculation system (orange lines). In lieu of circuit setters at each toilet group, extend hot water piping so that it is positioned above the plumbing fixture that it serves, to minimize standing water and comply with the VA Plumbing Design Manual requirements.

Note: that an additional solenoid valve is required for each toilet group, as shown on the revised plumbing plan.

o Key note PP05 indicates solenoid valves for shutoff override for every patient room. While the plumbing plan shows 4, now 5, valves for back-to-back toilet rooms, the electrical drawings only show one electrical connection for all valves. Provide an electrical connection for each valve.

Provide a 12” L-VIS touchscreen monitor, located at the Nurse’s Station that is pre-programmed to shutoff water flow within an individual Patient Room.

• SHEET PP103-P2 – PLUMBING PLANS – LEVEL 1 - AREA H - PHASE 2

o Similar to comments for PP102-P2, disregard key note to install a circuit setter at each sink.

Provide ASSE 1070 mixing valve at each sink. Refer to PP103-P2 rev 1 for redesign of domestic water (red lines) and hot water recirculation system (orange lines). extend hot water piping so that it is positioned above the plumbing fixture that it serves, to minimize standing water and comply with the VA Plumbing Design Manual requirements.

Note: that an additional solenoid valve is required for each toilet group, as shown on the revised plumbing plan.

o Contractor shall also disregard key notes PP12 and PP13 and provide recirculation balancing valves with the flows listed on the revised plan.

• SHEET PP104-P3 – PLUMBING PLANS – LEVEL 1 - AREA L - PHASE 3

o Apply comments for PP102-P2 and PP103-P2 to the work area shown on this page.

• PP601 – PLUMBING SCHEDULES

o Provide ASSE 1070 mixing valve on all lavatories and sinks per Directive 1061 requirements.

o In lieu of high efficiency, low flow plumbing fixtures for P-101, P-103, P-104 and P-201, provide standard efficiency plumbing fixtures, (1.6 GPF water closet and 1.0 GPF urinal) which are typical for this facility.

o To clarify, P-701 shall be ADA, dual head, flush-mounted, ligature-resistant wall shower.

• GENERAL – typical all HVAC plans o *Existing ductwork is unlabeled and vague. Contractor shall add duct tags and callouts to coordination drawings to differentiate supply, return and exhaust systems to facilitate installation.

• SHEET MH-100

o DUCT CLEANING: As part of the demolition services, clean all supply air, return air and exhaust air

21 | P a g e duct mains located in Areas H, K, and L. For Areas H and K, this task includes (2) 28ӯ SA, (1)

32ӯ SA, (2) 28ӯ RA, (1) 32ӯ RA, (1) 26ӯ EA and (1) 24ӯ EA ducts. For Area L, this task includes (2) 28ӯ SA, (2) 28ӯ RA and (1) 24ӯ EA ducts. Duct cleaning shall extend, for supply airflow, from the respective air handling unit to the end of the duct run and, for return and exhaust airflow, from the start of the duct run to the respective return or exhaust fan.

• SHEET MH103-P2 – MECHANICAL HVAC PLANS – LEVEL 1 – AREA H – PHASE 2

o Disregard 12” SA and 14” RA ductwork that is denoted to be extended for future P3 work. Areas must be connected to the mains that serve that smoke control zone and cannot cross from one smoke control zone to another. As a result, the ducts identified as extended for future phase 3 work cannot extend into SCZ 1-21 as they are dedicated to SCZ 1—22. See comments on MH104-

P3 for correct duct connections.

• SHEET MH104-P3 – MECHANICAL HVAC PLANS – LEVEL 1 – AREA L – PHASE 3

o Connect VAV box 1H110B to 32” SA that serves SCZ 1-23. Connect return grille from 1H-110B-2 to 12”RA duct located in 1H-110A that serves SCZ 1-23.

o Disregard balancing dampers are shown as new. They were in installed in Phase 2 and will be existing in P3.

• SHEET MP101-P1 – MECHANICAL PIPING PLANS – LEVEL 1 – AREA L – PHASE 1

o Thermostats for VAV boxes L161D and C163 are shown in the middle of a doorway. Thermostat for L144 is shown located on a door jamb. Confirm that there is adequate space for a thermostat to mount or relocate as required.

• SHEET MP102-P2 – MECHANICAL PIPING PLANS – LEVEL 1 – AREA K – PHASE 2

o Disregard two control valves for two small pieces of radiant panel in Room 1K-103. Contractor to interconnect panel piping across column so that water flows from one panel to the next, in series. Provide one control valve for the radiant panel.

o For missing waterflow values for fin tube at 1K-130 Dining (Gridlines T/39), contractor shall assume 1.0 GPM per every 10,000 BTU/hr (based on 20° delta-T) for any equipment without flow information.

o Key note MP01 should reference all addendum notes for drawing MH301.

• SHEET MH104-P3 – MECHANICAL HVAC PLANS – LEVEL 1 – AREA L – PHASE 3

o For missing water flow values for all fin tube and radiant panels along south perimeter, contractor shall assume 1.0 GPM per every 10,000 BTU/hr (based on 20° delta-T) for any equipment without flow information, as follows.

o 1L-130 Dining; 1300 BTU for RP-1.

o 1L-121 Single; 2300 BTU for RP-1 o 1L-122 Single; disregard two control valves for two small pieces of radiant panel.

Contractor to interconnect panel piping across column so that water flows from one panel to the next, in series. Provide one control valve for the radiant panel. 1400 BTU total for both RP-1.

o 1L-123 Single; 2300 BTU for RP-1 o 1L-124 Single; 1500 BTU for RP-1 o 1L-125 Single; 1600 BTU for RP-1 o 1L-126 Single; 1500 BTU for RP-1

22 | P a g e

• SHEET MH301 – ENLARGED MECHANICAL PLANS & SECTIONS

o Note that phasing of AHU installation will be the sole responsibility of the contractor.

Installation schedule should have replacement during seasonal periods with mild weather to minimize potential risk and discomfort caused by outage. Acceptable period of time to replace this AHI would be either between March – May or September – November. Do not schedule any

AHU replacement activities outside of those 3-month windows to avoid extreme weather conditions of winter or summer. Temporary air handling unit may be sized in accordance to more mild temperatures anticipated during actual outage timeframe scheduled (based on average historic weather data).

o Drawings indicate all materials, both demolished and new, to be transported through the exterior wall louver. Note that this louver has structural bracing that may limit size of material that can be passed through that opening. In addition, the shaft behind the louver plenum is continuous which will leave and approximate 72” wide gap that needs to be bridged over and secured with appropriate safety rails per contractor’s safety officer requirements. Provide temporary lockable door at temporary opening to both secure facility during overnight/weekend periods, and also create a weather tight seal from outside elements.

o Note that contractor may opt to transport material through the facility instead of utilizing this louver opening. In that scenario the contractor shall coordinate the material transport path, and proposed acceptable hours during the day when staff/patient would be least impacted, to both the COTR and VA Infection Control

Representative.

o Air handling unit shall assume to be delivered on pallets completely disassembled, or shipped to site in a ‘loosely bolted’ configuration for site disassembly and reassembly on site. Contractor to coordinate largest section of equipment or materials in either transport strategy outlined above.

o Note that it shall be a contract requirement of the AHU manufacturer to provide a factory technician to oversee assembly and start-up of this AHU to certify warranty. This visit shall be a minimum of 1-week in duration and include a site pressure test at 150% of the AHU operating pressure to be witnessed by the factory representative to ensure it passes their standard/documented leakage rate requirements of a normally factory assembled unit.

o Selection and positioning of temporary air handling unit to be used during this AHU replacement shall be coordinated by the contractor. Submit proposal showing cut sheets for all temporary equipment being used, source and utility tie-in points for heating/cooling, and temporary BAS integration and safeties to be provided for remote monitoring during use of this temporary service.

o Temporary air handling unit shall have an airflow capacity of 6,000 CFM, 10 HP fan, a cooling capacity of 35 tons, a heating capacity of 420 MBH and MERV 14 final filters.

Unit shall be located directly outside of the ‘K’ mechanical room. Extend a 26” diameter temporary duct from AHU, through OA louver, into the mechanical room and interstitial space. Extend duct approximately 300 feet north and connect to existing 26” diameter supply at Gridline 12/V.5. Similarly, extend a 26” diameter return duct from existing 26” diameter main at Gridline 12/V.5, 300’ to return fan, 70-RF-07, located in ‘K’ mechanical room.

o Temporary unit is assumed to be electric but contractor may extend temporary chilled water piping to temp unit, at no additional cost to the VA. MERV 14 final filters may be

23 | P a g e located in the AHU or mounted in the ductwork inside the mechanical room.

o Contractor should also submit a comprehensive weekend outage plan for both switch over to temporary unit, and reconnection to replaced AHU. All HVAC outages shall be scheduled during weekend/overtime hours that are approved by VA representative a minimum of 2-weeks in advance.

o Unless indicated otherwise, contractor shall match pipe size connection to all new coils and humidifiers for replaced AHU. Contractor shall field verify exact piping sizes on site and provide all new piping components as indicated on details. Do not reutilize any piping or components without direct approval of VA representative.

o Contractor is responsible to provide a 4” thick concrete equipment pad for new AHU, and all other associated equipment and components provided within mechanical room. Coordinate size of equipment curbs with manufacturer shop drawings and maintain a level condition for all installations. Also very that appropriate guard rails are anchored to floor to protect any equipment at floor level that may be prone to damage from mobile carts or lifts.

o Correction: key note MN07 is referencing return fan 70-RF-7, not 70-RF-8. Existing return fan motor is 5HP. Contractor to confirm motor size after TAB measurements are taken per key note

MD01 on MD102-P2.

• SHEET MH502 – MECHANICAL DETAILS

o Detail 1; provide additional isolation valve on return side of chilled water coil at main.

• SHEET MH601 – MECHANICAL SCHEDULES

o Disregard description for RG2 in GRD schedule. The correct description is PERFORATED RETURN

GRILLE.

o Air Handling Unit Schedule; 70-AHU-08 provide top-fed steam coil (LJ Wing). Bottom-fed type steam coils are prohibited.

• SHEET MH802 – MECHANICAL CONTROL DIAGRAMS

o Verify that there is a minimum OA damper and an economizer damper. There is no mention of it elsewhere.

o Provide RA plenum pressure measurement.

o Provide a control valve for the steam humidifier and add to Points List.

o Provide (2) steam control valves in the Points List for steam coil.

o Provide return fan high static alarm and supply plenum pressure measurement and high static alarm. Add to Points List.

o Clarification; there is only one return fan. Disregard ‘fans’.

24 | P a g e

ELECTRICAL ADDENDUM

• SHEET EP103-P2 – ELECTRICAL PLAN AREA K PHASE 2

o Remove all CI light fixtures from room 1K-124. Provide Nova Flex MUD-IN 6214 Channel around perimeter of room with RGBW SERIES LED strip. Provide S3i Touch RGBW dimmer outside room for control. Provide required power supply. NOVA FLEX as basis of design.

• SHEET EP105-P3 – ELECTRICAL LIGHTING PLAN AREA L PHASE 3

o Remove all CI light fixtures from room 1L-129. Provide Nova Flex MUD-IN 6214 Channel around perimeter of room with RGBW SERIES LED strip. Provide S3i Touch RGBW dimmer outside room for control. Provide required power supply. NOVA FLEX as basis of design.

• SHEET EP107 – ELECTRICAL RISER DIAGRAMS G1 & G2

o Add Note. Contractor shall bid documents with homeruns located in the interstitial space above.

The electrical contractor is responsible for all core drilling required and to maintain a 1-hour rating (typical of all penetrations).

o *Remove and replace panels NL1G1-1A, NL1G1-1B and CL1G2-1. Replace panel NL1G1-1A and

NL1G1-1B like for like. Provide 42 pole panel for CL1G2-1.

o *Remove and replace transformers NT1G1-1 and CT1G2-1

• SHEET EP108 – ELECTRICAL RISER DIAGRAM H1

o Add Note. Contractor shall bid documents with homeruns located in the interstitial space above.

The electrical contractor is responsible for all core drilling required and to maintain a 1-hour rating (typical of all penetrations).

o *Remove and replace panels NL1H1-1A, NL1H1-1B, CL1H1-1. Replace panel NL1H1-1B like for like. Provide 42 pole panel for NL1H1-1A. Provide 60 pole panel for CL1H1-1.

o *Remove and replace transformers NT1H1-1, CT1H1-1 o Panel NL1H1-2 does not appear on riser sheet EP108 as it should. Remove and replace panel

NL1H1-2.

LOW VOLTAGE AND SECURITY ADDENDUM

• SHEET LV102 – LOW VOLTAGE SYSTEMS PHASE 2 – AREA H

o Add Note. Contractor shall bid documents with cable tray located in the interstitial space above.

Provide layout to COR prior to installation for review. The electrical contractor is responsible for all core drilling required and to maintain a 1-hour rating (typical of all penetrations). Cable tray to follow building lines at 90 deg angles.

• SHEET LV103 – LOW VOLTAGE SYSTEMS PHASE 2 – AREA K

o Add Note. Contractor shall bid documents with cable tray located in the interstitial space above.

Provide layout to COR prior to installation for review. The electrical contractor is responsible for all core drilling required and to maintain a 1-hour rating (typical of all penetrations). Cable tray to follow building lines at 90 deg angles.

• SHEET LV104 – LOW VOLTAGE SYSTEMS PHASE 3 – AREA L

25 | P a g e o Add Note. Contractor shall bid documents with cable tray located in the interstitial space above.

Provide layout to COR prior to installation for review. The electrical contractor is responsible for all core drilling required and to maintain a 1-hour rating (typical of all penetrations). Cable tray to follow building lines at 90 deg angles.

ATTACHMENTS:

Specification Sections

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS, VAPOR PERMEABLE

28 05 13 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

28 05 28.33 CONDUITS AND BACKBOXES FOR ELECTRONIC SAFETY AND SECURITY

Sheets (30”x42”)

Sheet PP102-P2 Replace Sheet with Addendum 2, Sheet PP102-P2

Sheet PP103-P2 Replace Sheet with Addendum 2, Sheet PP103-P2

Sheet PP104-P3 Replace Sheet with Addendum 2, Sheet PP104-P3

Drawing Details (8-1/2”x11”)

Sheet A002 New Detail 1: TYPICAL PARTITION CONTROL JOINT FRAMING AT DOORS

Sheet A401 Replace Detail 1 with Addendum 2, Sheet A401, Detail 1

Sheet A401 Replace Detail 2 with Addendum 2, Sheet A401, Detail 2

Sheet A401 Replace Detail 1 with Addendum 2, Sheet A401, Detail 3

Drawings (8-1/2”x11”)

New Detail: Duct to Linear Diffuser Connection Detail

New Detail: Temp AHU location

ISOMETRIC DETAIL

VERTICAL STUDS @ 2' - 0" MAX

W/ GYPSUM BD 1' - 4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING CONC

BACKER BOARD

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10' - 0" & ARE FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2' - 0"

FOR GYP WALLBD. OR 16" FOR PLASTER PARTITION.

CRIPPLE STUD

DO NOT ANCHOR TO

BEARING STUD

GYPBD PANELS

CONTROL

JOINT

PROVIDE SOUND

DEADENING

WHERE REQ'D.

ISOMETRIC OF CONSTRUCTION JT.

SECTION A DETAIL C

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

JAMB ANCHOR

SHIM AS

REQ'D

METAL

ANCHOR CLIP

METAL DOOR

FRAME

SANITARY STOP

WHERE REQ'D

SEC B

CONTROL JOINT

6" M

A X

DETAIL D

SEE DOOR SCHEDULE

VARIES

SHIM AS REQ'D

DETAIL C

V A

R

IE

S

E Q

E Q

E Q

E Q

D

RUNNER

BET.

STUDS

MTL

DOOR

FRAME

A A

1/2" MIN

1/ 2"

M

IN

SECTION B

STUDWIDTH

FRAME FACE

MINUS 3/16"

KYKC

3/ 4"

M

IN

JAMB DEPTDH

MINUS 3/16"

FRAME FACE

MINUS 3/16"3/

4"

M

IN

1/2" M

IN

5/8" M

AX

STUDWIDTH

3/ 4"

M

IN

GYPSUM

CONTROL JOINT

@ DOOR HEADS

VA JOB NUMBER: 618-17-127

VA MEDICAL CENTER, MINNEAPOLIS, MN

RENOVATE MENTAL HEALTH WARD. BLDG 1338

Date:

SHEETRENOVATE MH WARD 1L,1H,1K

FRAME DETAILS 03/30/21

AE103

1 1/2" = 1'-0"

TYPICAL PARTITION CONTROL JOINT FRAMING AT DOORS

AE

A002

WX

A401

9 7

A401

A5112A5196 P9400

A5081

P9160

A1086

A5074

A5140

SINGLE 102

1K-102

TLT.

1K-102A

A5140

M7011

.0

3'-0"

R 2'-9"

6'-5"

27.0°

3'-2"

SLOPE

C1

C1

C1

VA JOB NUMBER: 618-17-127

VA MEDICAL CENTER, MINNEAPOLIS, MN

RENOVATE MENTAL HEALTH WARD. BLDG 1338

Date:

DETAILRENOVATE MH WARD 1L,1H,1K

TPY SINGLE PATIENT ROOM 04/02/21

1/A401

1/4" = 1'-0"

TYPICAL- SINGLE PATIENT AND TOILET RM

SINGLE TOILET P9400 Toilet, Wall Hung, Siphon Jet, Psychiatric CC

SINGLE TOILET P9160 Lavatory, China, for Disturbed Patient CC

SINGLE TOILET P5350 Shower, Patient, Psychiatric CC

SINGLE TOILET A5207 Bar, Towel, 1" Diameter, SS, Surface Mntd, Psych CC

SINGLE TOILET A5196 Dispenser, Toilet Tissue, Psychiatric CC

SINGLE TOILET A5140 Hook, Garment, Security CC

SINGLE TOILET A5112 Grab Bar, Psychiatric CC

SINGLE TOILET A5081 Dispenser, Paper Towel, SS, Recessed, Psychiatric CC

SINGLE TOILET A5074 Soap Dispenser, Recessed, SS, Psychiatric CC

SINGLE TOILET A1086 Mirror, Safety, Psychiatric CC

SINGLE TOILET M7011 Bed, Platform, Without Visible Legs, Psychiatric CC

SINGLE A5140 Hook, Garment, Security CC

Room Number JSN Content Name Provided By

0 4' 8'2'

WX

A401

A5207

A5112

A5196

P9400

A5081

P9160

A5074

A1086

A5140

CONTRACTOR SHALL SECURE

BEDS TO CONCRETE FLOOR

BELOW PER BED MANUFACTURER

DETAILS

BARIATRIC

SINGLE 107

1K-107

TLT.

1K-107A

A5140

M7011

3'-0" 6'-3 1/2" 2'-9 1/2"

27.0°

1'-1"

.0

1K-107A

SLOPE

C1

C1

C1

/2

/2

VA JOB NUMBER: 618-17-127

VA MEDICAL CENTER, MINNEAPOLIS, MN

RENOVATE…