36E77618R0092-0003001.pdf

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Attached to: Construct Community Living Center Cottage Minor - Des Moines
Solicitation number: 36E77618R0092
Issued by: Department of Veterans Affairs Headquarters

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36E77618R0092 0003 Addendum 1 - 08-09-2018.pdf

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August 9, 2018 Addendum No. 1 - 1 VA Project No. 636-123

DATE: August 9, 2018

FROM: The Schemmer Associates Architects-Engineers-Planners 134 S. 13th Street, Suite 1100 Lincoln, NE 68508 Phone: (402) 488-2500 Telefax: (402) 488-3221

TO: to Prospective Bidders and Plan Holders

RE: Addendum No. 1 to the Bidding Documents for:

Construct CLC Cottages – Cottage 1 VA Project No. 636-123 Schemmer Project No. 06054.032

This addendum is issued by the Architect to the Contractor. This Addendum shall be made a part of the Contract Documents. Acknowledge receipt of this Addendum shall be provided on the Bid Form. Failure to do so may subject Bidder to disqualification.

Prior approval of manufacturers is a general approval only for bidding purposes. Final approval of the products is contingent upon the submittal of product data and/or shop drawings which will have to meet the specific design requirements and the specifications.

This addendum consists of six (6) pages of attached Drawings, and one (1) specification section.

THE SCHEMMER ASSOCIATES INC.

ARCHITECTS │ ENGINEERS │ PLANNERS

END OF ADDENDUM NO. 1

VAMC DES MOINES VA PROJECT NO. 636-123 APRIL 2018

COMMUNITY LIVING CENTER SCHEMMER NO. 06054.032 ADDENDUM 1

COTTAGE 1

01 00 00A -1

01 00 00A

STATEMENT OF BID ITEMS

I. VHA Directive 2011-36, Safety and Health during Construction, dated 9/22/2011 in its entirety is made a part of this section.

1.2 STATEMENT OF BID ITEMS(S)

PHASING

The intent is to minimize disruption to patient services, roadways, and utilities as much as possible, throughout construction. All phasing should be coordinated with the VA. A phasing guide is provided as part of the drawings.

SITE DEVELOPMENT

Site Grading

Site grading will be necessary to construct the new building and tunnel/duct bank. The majority of the building will be in fill. Due to the large amounts of fill, the need for imported fill is anticipated.

Site Utilities

Construction of the new building will require relocation of existing utilities. Many of these utilities will need to be relocated in casing pipes beneath the new covered walkway.

Sanitary sewer is available north of the new building. The sanitary sewer from the building will be piped to the north where it will be connected to existing sewer.

Water lines are available north of the new building. Domestic water and fire protection lines will enter at the northwest corner of the new building.

Storm water runoff from the new building will be collected and piped underground where it will eventually daylight on the north side of the new building.

Contractor Preparation

The contractor staging area and stockpile location shall be kept within the limits of silt fence and temporary chain link fencing as shown on the plans.

The contractor shall install temporary chain link fencing around the perimeter of the project.

ARCHITECTURAL

The main level will house the staff and resident areas including 12 new private rooms with private bathrooms including toilet, lavatory, and shower. Each room will be located around the

Dining room and adjacent Living room and still visible from the Home Office. A large spa will provide a tub area and a toilet room.

01 00 00A -2

The 12 Private rooms will have slight differences. Each room will feature sleeper love seats, desk with chair, 32” LCD television, and two night stands.

Public spaces are arranged near the main entry. The needs of the residents, visitors, and family are conveniently located and clearly visible. The open design allows for the staff-only areas to be more isolated to maintain efficiency and discreetness. Dietary, Laundry, Supplies can be delivered and maintained without disturbing the resident activities. Food carted from the main kitchen can be warmed or maintained prior to serving. Utilizing residential appliances, the production kitchen can prepare breakfast items, and smaller portion entrees. Dishwashing will be in the existing building (Building 12). Adjacent to the Production Kitchen, the Servery will offer a counter for resident seating. Refrigerators, beverage stations, and an ice machine will create a service style interaction point for staff, residents, and guests alike.

The new CLC Cottage #1 will connect to Building 12 through a connecting corridor for staff and patient transport. This corridor will also provide an enclosed walkway for guests and residents from the south parking lot.

FIRE PROTECTION

The entire 12 bed construction will have a wet pipe sprinkler system installed per NFPA 13 with a dry pipe sprinkler system protecting the attic space and larger overhang roof coverings. A new

6” fire service entrance will be connected to the existing campus domestic water system and extended to the basement of the building for distribution.

INTERIOR DESIGN

The interior components of this project aim to create a home-like environment for residents. The corridors have Acrovyn panels (or equivalent) from the top of the wall base to about railing height in order to provide extra protection at the walls, with paint above. Flooring throughout most of the resident areas is carpet. Epoxy, Porcelain/Ceramic Tile, and VCT are located in select/special areas.

Resident Rooms have an accent wall (at the head of the resident beds) and neutral color on the remaining walls. Flooring in the resident rooms is a wood-look vinyl with tile in the bathrooms.

STRUCTURAL

The substructure consists of grade beams and pad footings that supports the steel superstructure.

All perimeter footings must maintain a minimum depth of 42 inches below exterior grade.

The first floor structure will consist of a concrete slab on grade. The roof structure will consist of metal roof deck on light gauge steel trusses supported by structural steel beams and columns.

Non-loadbearing metal stud walls will enclose the perimeter of the building.

The building lateral system will consist of a combination of braced frames and moment frames.

The roof diaphragm will be metal roof decking. The braced frames and moment frames will transfer lateral loads from the roof down to the foundation.

01 00 00A -3

This project also includes constructing underground utility tunnels as described in the architectural section above. The tunnels will be constructed of reinforced cast-in-place concrete.

The tunnel construction will also require selective demolition and modification where the tunnel ties into the recently constructed chiller tunnel.

A. PLUMBING

A 3” domestic water pipe will be connected to the campus domestic distribution and extended to the new cottage. Domestic hot water will be generated by steam to water heat exchange equipment to maintain adequate quantity to serve the building. Recirculating domestic hot water will maintain hot water temperature in all areas.

A medical air compressor and medical vacuum system will be installed in the mechanical room and piping will be routed throughout the building. Oxygen will be routed to each resident room and connected to the campus system.

B. MECHANICAL

The HVAC system for the 12 bed construction is a variable air volume (VAV) with hot water reheat. VAV terminal boxes, with reheat coils, will be suspended above the ceiling in the corridor/common areas adjacent to the resident rooms. Each resident room will have its own programmable thermostat. Similarly, VAV boxes will serve the centrally located common areas, serving kitchen and staff areas. The Electrical room and I.T. room will each be served by a dedicated direct expansion (refrigerant) mini-split system.

The corridor connection to Building 12 will be provided with 4-pipe heating and cooling fan coil units for temperature and humidity control.

A new section of pre-cast utility trench running from the chilled water tunnel up to the existing steam tunnel and extending to the new tunnel section by the CLC will have steam and chilled water services size for CLC loads only. This utility trench is also used for electrical conduit.

Exhaust air from resident room bathrooms and central common rooms will be routed to a central exhaust fan discharging to the outdoors.

Ceiling mounted radiant panels will be provided in the resident bathrooms and in the Spa.

Similar to the heating of the domestic hot water mentioned previously, hot water for HVAC equipment will be generated through steam to water heat exchangers.

Steam and chilled water will be piped to the CLC Cottage from the campus steam and chilled water distribution piping.

MECHANICAL PUMPS

01 00 00A -4

Redundant inline pumps will circulate the hot water to the HVAC equipment. Campus chilled water distribution pumps will provide the required capacity for the building, but additional chilled water pumps have been included for the CLC cooling system for flexibility and redundancy. Two condensate receiver systems will pump steam condensate from the mechanical room to a gravity drain system in the tunnel.

C. ELECTRICAL

A new medium voltage transformer and medium voltage cabling will be installed to connect the building to the campus electrical system. The medium voltage transformer will match existing campus units, allowing for loop feed to the transformer. Empty ducts will be stubbed out from the transformer to allow for future loop expansion.

MV cabling between transformer 11-1 and 12-1 will be re-used and connected between transformer 25-1 and transformer 12-1. New MV cabling will be installed between transformer

25-1 and 11-1. MV cablings will be installed in the utility tunnel and connect to the utility duct bank. Conduit in the existing steam tunnel will be re-used.

The campus fiber and copper telecom utilities will be extended to the new building as required.

Utilities will be routed from the basement of Building 1 to the new building via conduit and existing underground ductbanks.

The new medium voltage transformer will provide 277/480V 3PH power to the main service, located in the main electrical room. A new emergency circuit from the emergency switchboard in

BU1W-003 will be routed to the building for emergency power requirements.

New panels will be placed in appropriate locations for distribution throughout the building. The building distribution system shall consist of 277/480 volt equipment panels for HVAC and large equipment, and 120/208 volt lighting/receptacle/appliance panels for lighting, receptacles and miscellaneous equipment. Panels for appropriate branches (Normal, Life Safety, Critical, and

Equipment) and voltage will be provided.

All branch wiring shall include a green ground and each circuit shall have its own neutral. Power distribution shall include wiring and connections for HVAC and miscellaneous equipment as well as disconnects and starting accessories.

All lighting on the project will have LED sources. The lighting shall be residential type where appropriate. Lighting occupancy sensors shall control the lighting in individual rooms and a lighting control panel with override features shall control the lighting in open areas and exterior lighting. Resident room lighting shall be controlled by manual switching only. Lighting energy usage shall be in accord with ASHRAE 90.1.

At least one telephone jack will be installed in each resident room, office and other specific areas. Cable shall be routed from a RJ-45 jack in each outlet to the nearest IDF with a separate home run.

01 00 00A -5

At least one data jack will be located in each resident room, office and other areas where required. Cable shall be routed from a RJ-45 jack in each outlet to the nearest IDF with a separate homerun. IDFs shall be connected to the MDF using fiber. The data jack may share the same outlet as the telephone jack described above where they are adjacent to each other. Each jack shall have one 4-pair copper cable or as required. The structured cable system and related equipment shall be certified for Category 6 compliance.

Doors requiring access control shall include card readers / scramble pads as well as manual overrides where shown. The fire alarm system and/or a global override switch shall disable the electronic lock system.

Cable Television (CATV): There shall be a CATV jack in each resident room and other areas where required. Coaxial cable shall be routed from an F-connector at each outlet to the nearest

IDF with a separate homerun. IDFs would be connected to the MDF using backbone coax. The

CATV signal shall be amplified and programmed as required in the MDF or IDF. The coax shall be RG-6 quad-shielded unless noted otherwise.

Closed Circuit Television (CCTV) Video Surveillance: The video surveillance system shall include stationary cameras at locations shown.

Paging (Public Address): The paging system shall provide zoned or all-call paging at corridors and other public areas. Smaller areas with paging shall have volume control. Paging shall be accessed through the telephone system.

The scope of work required by the general contract for the Communications & Security

Systems listed above shall include conduit rough-ins and power for the systems ONLY.

The equipment and cabling shall be provided by vendors directly to the owner.

Fire Alarm: A new addressable fire alarm system shall be installed in the building. Devices shall include detection and A/V devices along the path of egress, A/V devices in common use spaces, and detection for mechanical equipment, fire protection monitoring, etc. as required. The FA function shall include automatic and manual activation and automatic annunciation. The system will be compatible with and be connected to the campus monitoring system.

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

CS201

SITE DETAILS

DJKMJS

BUTT JOINT OR

OVERLAP USING

HEAVY TAP SCREWS

EDGE OF HARD SURFACE ADJACENT

SOILS SHOULD BE GRADED SO

SURFACE OF MAT EVEN WITH TOP OF

SURFACE AFTER INSTALLATION.

INSTALL TRANSITION MAT OVER

SOD. GRADE SHOULD BE SMOOTH

AND UNIFORM. GRADE OUT ANY

RILLS FOR CONSISTENT SOIL

STRUCTURE PRIOR TO

INSTALLATION.

" M

ATTACH MAT TO FIRM SOIL WITH ANCHOR

USING FLEXIBLE STRAP AND PUSH ON

ONE-WAY STOP (INSTALL UP TO 36" DEEP, IF

NEEDED TO REACH FIRM SOIL)

TRANSITION MAT

WASHER (>2.5"Ø)

METAL SPADE

PUSH ON ONE-WAY STOP

PREFERRED INSTALLATION WITH SOD

SOD

SCOURSTOP

ADD EXTRA ANCHORS IF NECESSARY

TO ENSURE CONSISTENT CONTACT

WITH SOIL, OR IMPROVE SOIL

SURFACE SMOOTHNESS.

2ND OR

3RD HOLE

FROM EDGE

OVERLAP MATS

TO MINIMIZE

ANCHOR

REQUIREMENTS

ANCHOR REQUIREMENTS*:

-MINIMUM OF 12 ANCHORS INCLUDING

OVERLAP ROW

*TO ACHIEVE CONSISTENT CONTACT WITH

THE SOIL, EXCEED THE MINIMUM ANCHOR

REQUIREMENT AT INSTALLATION.

POSITION ANCHORS TO SECURE

SCOURSTOP MATS FLUSH WITH SOIL

SURFACE. MINIMIZE GAPS OR BRIDGING.

PARALLEL

OUTFALL

NOTES:

1. NO GAP BETWEEN MAT AND EDGE OF PAVEMENT WILL BE PERMITTED.

2. INSTALLATION MUST BE COMPLETED BY A SCOURSTOP CERTIFIED INSTALLER.

PIPE OR CURB

OUTFALL

DOWNSTREAM MATS MAY BE

SHINGLED W/ 6" OVERLAP OR

INSTALLED WITH BUTT JOINT

3' -6

" M

1% MIN.

FACE OF BUILDING

6" PVC PIPE

FINISH GRADE

AS SHOWN ON THE PLAN

DOWNSPOUT, COORDINATE LOCATION

WITH ARCHITECTURAL PLANS

CONCRETE CRADLE, COORDINATE

WITH STRUCTURAL PLANS TO ENSURE

NO CONFLICTS EXIST WITH FOOTING(S)

3'-0"

24" MINIMUM

INSIDE DIAMETER

8" THICK, 6' X 6'

CONCRETE

COLLAR

PAVEMENT

DUCTILE IRON GRATE AND

FRAME OR SOLID LID AND

FRAME FROM STRUCTURE

MANUFACTURER

STORM DRAIN

PIPE (TYPICAL)

PVC DRAIN BASIN

AS SPECIFIED

6" SUMP DEPTH

BEDDING AS REQUIRED

BY MANUFACTURER

FOR DRAIN BASINS:

GRATE SHALL BE H-20 RATED STANDARD GRATE TO MATCH

STRUCTURE DIAMETER BY STRUCTURE MANUFACTURER.

FOR MANHOLES:

LID SHALL BE STANDARD H-20 RATED SOLID LID TO MATCH

STRUCTURE DIAMETER BY STRUCTURE MANUFACTURER.

WHERE LOCATED

WITHIN PAVEMENT

WHERE LOCATED WITHIN

GRASSED AREAS

S O

3' A

P P

R O

GROUND LINE

NON-RISING STEM GATE

VALVE AS SPECIFIED

CAST IRON UPRIGHT INDICATOR

POST-UL LISTED, FM APPROVED

EQUAL TO NIBCO (800-234-0227;

www.nibco.com) MODEL NIP-1AJ

COORDINATE WITH ELECTRICAL

PLANS TO PROVIDE SYSTEM

SENSOR SUPERVISORY SWITCH.

12" (TYP.)

2'-0" SQ. (TYP.)

FINISHED GRADE

CLEANOUT RING WITH SOLID

LID AS MANUFACTURED BY

DEETER FOUNDRY, INC. NO.

1813 OR APPROVED EQUAL

TURF OR PAVEMENT (SEE PLANS)

CONCRETE CRADLE

DOUBLE BELL*

6" PIPE (TYPICAL)

CUT OFF BELL OF WYE FITTING

PLACE CONCRETE COLLAR

AROUND JOINT

FLOW

* DOUBLE BELL SECTION CAN BE

OMITTED AND A CONCRETE

COLLAR USED TO CONNECT WYES.

SAW JOINT 1/4" X 1-1/8" MIN.

5'-0" MIN. TYP

SEALING FILLER EXIST.

CONC. PAVEMENT

6'-0" LONG PRECAST

REINFORCED CONCRETE. USE (2)

#4 REBAR, EMBEDDED 18" & SET

1" BELOW & GROUTED OVER TOP

OF WHEEL STOP.

7 1/2"

WRAP THE TRUNK TO THE HEIGHT OF THE

FIRST BRANCH WITH 2 PLY TREE

WRAPPING PAPER AND SECURE WITH

STRETCHABLE PLASTIC ELECTRICIANS

TAPE OR SISAL YARN AT TOP AND BOTTOM

OF ALL FLOWERING TREES AND ALL

DECIDUOUS TREES OVER 1 1/4" CALIPER.

HOSE STRAP SHALL BE LOCATED

ABOVE THE FIRST BRANCH AS

SHOWN -TYPICAL

2 - NO. 14 SOFT GALVANIZED

WIRE TIES

SAFETY FLAGGING

MULCH, SEE SPECIFICATIONS

2-1 5/8" X 1 5/8" X 18" WOOD

POSTS DRIVEN INTO GROUND

MULCH, SEE

SPECIFICATIONS

DO NOT PRUNE OR DAMAGE TIP

OF TREE

1'-0"

MIN

1'-0"

MIN

4'-0" MIN

1'-0"

MIN

3" -4

PARKING

RESERVED

VAN

ACCESSIBLE

2 1/2" SQUARE SIGN POST

UNDISTURBED EARTH

2' -6

" M

TOP OF SLAB/GRADE

VAN ACCESSIBLE SIGN

(WHERE REQUIRED)

1'-0"

1' -6

-3

SIGN, THIS SIDE OF POST ONLY

3/8" DIA. BOLT & NUT (TYPICAL)

6" 2"

NOTE:

SIGNS SHALL BE CONSTRUCTED OF

0.080" HEAVY GAUGE ALUMINUM

WITH ENGINEER GRADE

REFLECTIVE SURFACE. THE

RESERVED PARKING SIGN SHALL

HAVE GREEN LETTERING AND

BORDER ON A WHITE BACKGROUND

WITH A WHITE SYMBOL OF

ACCESSIBILITY ON A BLUE

BACKGROUND. THE VAN

ACCESSIBLE SIGN SHALL HAVE

GREEN LETTERING AND BORDER

ON A WHITE BACKGROUND OR

WHITE LETTERING AND BORDER ON

A BLUE BACKGROUND.

EDGE OF PAVING

PAINTED UNIVERSAL SYMBOL

4" WIDE PAINT STRIPES @ 2'-0" O.C.

ACCESSIBLE PARKING SIGN

SEE

PLANS

SEE

PLANS

4' -0

" M A

1' -6

1-41

2" PUMPER

CONNECTION

2-21

2" HOSE

CONNECTION

4 SQ. FOOT

THRUST BLOCK

GROUND LINE OR

PAVEMENT SURFACE

ADJUSTABLE

VALVE BOX

PROVIDE FOR PROPER

DRAINAGE OF HYDRANT

BARREL. KEEP WEEP

HOLES OPEN

15" X 15" X 6"

CONCRETE BLOCK

6" HYDRANT SHUT OFF

VALVE AND BOX

NEW 6" PIPE

~C OF WATER

MAIN

7 CUBIC FEET OF

CRUSHED ROCK

NOTE:

ALL CONNECTIONS SHALL BE

RESTRAINED DUCTILE IRON PIPE JOINTS

AutoCAD SHX Text

1 1/2" GALVANIZED STEEL PIPE TYP

AutoCAD SHX Text PROVIDE CAST-IN SLEEVES FOR GUARDRAIL POSTS, GROUT FILL AND INSTALL SLIP CAP PER MANUFACTURER, TYP

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text P:\06054032\_CAD\Civil\06054032-1.dwg 8/9/2018 7:42:41 AM Knock, Derik Knock, DerikKnock, Derik

AutoCAD SHX Text

SCOURSTOP EROSION CONTROL MAT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DOWNSPOUT CONNECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

PVC MANHOLE/DRAIN BASIN

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

POST INDICATOR VALVE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DOUBLE CLEANOUT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

THICKENED EDGE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

PRE-CAST CONCRETE WHEEL STOP

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

HANDRAIL WITH VERTICAL POSTS

AutoCAD SHX Text

SCALE: 3/4"=1'-0"

AutoCAD SHX Text

TREE PLANTING

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

ACCESSIBLE PARKING SIGN

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

ACCESSIBLE PARKING STALLS

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TYPICAL FIRE HYDRANT SETTING

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text 08/09/2018

AutoCAD SHX Text

ADDENDUM NO. 1

A510

A501

A502

A501

CLEAN EQUIP.

CLEAN UTILITY

RESIDENT

(BARIATRIC)

RESIDENT

BATHROOM

2519A

BATHROOM

2521A

BATHROOM

2523A

BATHROOM

2525A

BATHROOM

2527A

BATHROOM

2529A

STAIR 1

STAFF REPORT

ROOM

MEN

WOMEN

NURSE ADMIN.

LOUNGE

FAMILY

SPA

SOILED UTILITY

RESIDENT

LAUNDRY

STORAGE

ELECT.

HSKPG

CLEAN LINEN

PRODUCTION

KITCHEN

2510 SERVERY

LIVING ROOM

FOYER

BATHROOM

2505A

RESIDENT

(BARIATRIC)

BATHROOM

2515A

BATHROOM

2513A

BATHROOM

2511A

BATHROOM

2509A

BATHROOM

2507A

CORRIDOR

DINING

HOME OFFICE

2508A

CORRIDOR

MED. STO.

16' - 6"

8' - 6"

8' - 8"

8' - 6"

8' - 0"

28' - 3 3/8"

9' - 0" 9' - 0"

8' - 0"8' - 0" 8' - 0"

8' - 0"

8' - 0"8' - 0"

8' - 0"

8' - 0" 8' - 0"

8' - 0"

8' - 0" 7' - 10"

7' - 10"

8' - 0"

7' - 10"

8' - 0"

11' - 5 3/8" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0"

8' - 0"

1'-0" 1'-0"

CENTERLINE OF

SOFFIT TO ALIGN

WITH

CENTERLINE OF

COLUMNS, TYP.

DEN

8' - 0"

8' - 6"

13' - 8"

13' - 9"

13' - 8" 13' - 8"

7' - 10"

7' - 10"7' - 10"

7' - 10"

FIBER CEMENT

PANELS, PAINTED

FIBER CEMENT

PANELS, PAINTED

FIBER CEMENT

PANELS W/ FIBER-

CEMENT TRIM,

PAINTED

7' - 10"

8' - 0" 8' - 0"

TYP.

10' - 4"

27' - 0"

13' - 8"

8' - 6"

PASSAGE

C1-3E

CORRIDOR

8' - 0"

8' - 0" 8' - 0"

8' - 0"

(2) SHOWER CURTAIN

TRACKS TO MEET AT

LIFT TRACK, TYP @

RESIDENT BATHROOMS

GROUP ROOM

AREA

PROVIDE GYP BOARD

WALL & PERIMETER OF

RAISED SOFFIT AT

WINDOW, TYP.

NOTES:

1. CEILING MOUNTED PATIENTS LIFTS NIC. COORD. WORK TO

ALLOW FOR THE INSTALLATION OF CEILING LIFTS IN THE

FUTURE.

FIBER CEMENT

TRIM BOARDS

LIGHT FIXTURES

(SEE ELECTRICAL)

CONTROL JOINT (CJ)

GRILLES AND DIFFUSERS

(SEE MECHANICAL)

GYPSUM BOARD CEILING

NEW 2x2 LAY-IN CEILING

GRID AND PADS

ACOUSTICAL WOOD CEILING (ATC-3)

A510

A501

A502

A501

STAIR 1

MECHANICAL

ELEC.

15' - 3 3/8"

15' - 3 3/8"15' - 3 3/8"

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

TSA PROJECT NO.: Department of Veterans Affairs

CONSTRUCT CLC

COTTAGES - COTTAGE 1

636-123

3600 30TH ST. DES MOINES, IA

4/13/2018

REFLECTED CEILING PLANS AND DETAILS

KAP KAH, BAF

Approver

A310

06054.032

SCALE: 3/32" = 1'-0"

FIRST FLOOR - REFLECTED CEILING PLAN

SCALE: 3/32" = 1'-0"

ATTIC - REFLECTED CEILING PLAN

NORTHKEY PLAN

E X

A M

U N

N E

EXIS

T C

HIL

LER T

UNNEL

D W

R E

CERAMIC TILE

1" REINFORCED

MORTAR BED

SHOWER

MEMBRANE

CONCRETE SLAB ON GRADE

SQUARE

FLOOR

DRAIN 1/2" COMPRESSIBLE

FILLER

CERAMIC TILE

BOND COAT

COATED GLASS MAT

WATER RESISTANT

GYP. BACKER BD.

SHOWER MEMBRANE

METAL STUD

1/8"/12" SLOPE1/8"/12" SLOPE

CT TO SV/VCT TRANSITION

SV/VCT TO CPT TRANSITION

CERAMIC TILE SV/VCT

SV/VCT

CARPET

VINYL TRANSITION STRIP

(MATCH COLOR OF

ADJACENT RESILIENT BASE)

TRANSITION PROFILE

AS SPECIFIED

FIRE/WATER

SRVC

CLEAN EQUIP.

CLEAN UTILITY

RESIDENT

(BARIATRIC)

RESIDENT

MED. STO.

RESIDENT

(BARIATRIC)

RESIDENT

BATHROOM

2505A

BATHROOM

2507A

BATHROOM

2509A

BATHROOM

2511A

BATHROOM

2513A

BATHROOM

2515A

FOYER

LIVING ROOM

SRVC CORR.

FAMILY

CORRIDOR

NURSE ADMIN.

LOUNGE

WOMEN

MEN

CORRIDOR

STAIR 1

STAFF REPORT

ROOM

CORRIDOR

BATHROOM

2529A

BATHROOM

2527A

BATHROOM

2525A

BATHROOM

2523A

BATHROOM

2521A

BATHROOM

2519A

HOME OFFICE

2508A

HSKP

2510B

SPA

RESIDENT

LAUNDRY

SOILED UTILITY

STORAGE

ELECT.

HSKPG

GROUP ROOM

CLEAN LINEN

DEN

DINING

SERVERY

PRODUCTION

KITCHEN

2'-0"

1'-0"

PANTRY

2510A

VESTIBULE

CORRIDOR

AREA

A803

2'-0"

ALIGN

A A A A A A

INTERIOR FINISHES LEGEND

CONT'D

FLOORS

CPT-1

MANUFACTURER: J+J INVISION

STYLE: MEADOW 7097

INSTALLATION: MONOLITHIC

COLOR: SHADOW 2097

NOTE: PROVIDE 25 EXTRA CARPET TILE

CPT-2

(NOT USED)

CPT-3

MANUFACTURER: J+J INVISION

STYLE: CHROMA

SIZE: 24"x24"

COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S

FULL RANGE OF COLORS

NOTE: PROVIDE 10 EXTRA CARPET TILE

CPT-4

MANUFACTURER: J+J INVISION

STYLE: RUNWAY II WALK-OFF

COLOR: UMBER CHIC

NOTE: PROVIDE 5 EXTRA CARPET TILE

SV-1

MANUFACTURER: TUFF STUFF

STYLE: WOODLAND PATH TD-SKW-4085

COLOR: BURR OAK

VCT-1

MANUFACTURER: MANNINGTON COMMERCIAL

STYLE: PROGRESSIONS

COLOR: ALMOND BUFF

CT-1

MANUFACTURER: AMERICAN OLEAN

STYLE: ABOUND

SIZE: 12"x12"

COLOR: BILLOW; GROUT TO BE SELECTED BY ARCHITECT FROM

MANUFACTURER'S FULL LINE OF COLORS

RES-2

MANUFACTURER: STONHARD

STYLE: STONCLAD UR

COLOR: BEECHWOOD

SEALED CONCRETE

CEILING

ATC-1

MANUFACTURER: ARMSTRONG

STYLE: FINE FISSURED

EDGE: ANGLED TEGULAR

SIZE: 24"x24"x5/8"

COLOR: WHITE

ATC-2

MANUFACTURER: ARMSTRONG

STYLE: CERAMAGUARD

EDGE: SQUARE

SIZE: 24"x24"x15/16"

COLOR: WHITE

ATC-3

MANUFACTURER: ARMSTRONG

STYLE: WOODWORKS TEGULAR UNPERFORATED 5404W1

SIZE: 24"x24"x3/4"

VENEER: TO BE SELECTED BY ARCHITECT FROM NATURAL

VARIATIONS OR CONSTANTS

CASEWORK

WOOD CABINETS (WD)

MANUFACTURER: SMART CABINETRY

STYLE: BRIGHTON

COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS

FULL LINE OF COLORS

PLASTIC LAMINATE CABINETS (PL-1)

PLAM MANUFACTURER: WILSONART (CASEWORK BY OTHERS)

COLOR: WILD CHERRY 7054-6

PLASTIC LAMINATE COUNTERTOPS (PL-2)

MANUFACTURER: WILSONART

COLOR: NATURAL TIGRIS 4669-60

SOLID SURFACE

SS-1 (COUNTERTOPS)

MANUFACTURER: CORIAN

COLOR: WITCH HAZEL

SS-2 (SINKS & WINDOW SILLS)

MANUFACTURER: CORIAN

COLOR: BISQUE

WALL PROTECTION

WP-1 (CHAIR RAIL/RUBSTRIP)

MANUFACTURER: CS ACROVYN

STYLE: RUBSTRIP (HEIGHT TO MATCH WP-2)

COLOR: CAPPUCCINO

WP-2 (CHAIR RAIL/HANDRAIL)

MANUFACTURER: CS ACROVYN

SYTLE: HRB-10CN; TOP OF HANDRAIL @ 2'-10" AFF

COLOR: CLASSIC MAPLE (HORIZONTAL ACCENT TO MATCH)

WP-3 (CRASH RAIL)

MANUFACTURER: CS ACROVYN

STYLE: SCR-40N; TOP OF RAIL @ 1'-0" AFF

COLOR: IRISH CREAM

WP-4 (WALL PANEL)

MANUFACTURER: CS ACROVYN

STYLE: RUBSTRIP (SEE INTERIOR ELEV FOR HEIGHT)

COLOR: IRISH CREAM

WP-5 (WOOD-LOOK PANELS @ FIREPLACE BASE)

MANUFACTURER: CS ACROVYN

STYLE: RUBSTRIP (SEE ELEV FOR HEIGHT)

COLOR: AMBER CHERRY

WP-6 (@ BASE OF INTERIOR COLUMNS & CERTAIN WALLS - SEE

ELEV)

MANUFACTURER: CS ACROVYN

STYLE: SARATOGA SYSTEM INCLUDING: SMOOTH SHEETS,

WAINSCOT TRIM, MITERED WALL BASE, AND OUTSIDE VERTICAL

TRIM (SEE ELEV FOR SIZES)

COLOR: GALVESTON GRAY

CG (CORNER GUARD)

MANUFACTURER: CS ACROVYN

STYLE: SM-20N; 4'-0" HEIGHT (MOUNTED AT TOP OF VB)

COLOR: IRISH CREAM

C-1 (CURTAIN)

FABRIC: STACY GARCIA | JUKEBOX | EARTH ANGEL | 1364-20-YDW

TOP: GROMMETS

HEIGHT: SEE ELEV. (SKIM TOP OF FLOOR BASE - UNLESS

OTHERWISE NOTED)

INTERIOR FINISHES

LEGEND

WALLS

P-1