589A4-23-102-Drawings-28 Pages.pdf

PDF 7 MB Posted Aug 2, 2023

Attached to: Z2DA--589A4-23-102, Replace Building 1 Roofs Federal contract opportunity
Solicitation number: 36C25523R0117
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 20, 2023

This solicitation is for roof replacement services at the Harry S. Truman Memorial Veterans' Hospital in Columbia, Missouri. The solicitation number is 36C25523R0117 and the project name is Z2DA--589A4-23-102, Replace Building 1 Roofs. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15 is the contracting agency. The solicitation involves replacing roofs on the second floor and sixth floor/penthouse of Building 1. Services include demolishing existing roofing materials, installing new tapered polyiso insulation, cover boards, vapor retarders, and TPO roofing membranes. Additional work involves modifying equipment support rails, installing new roof drains and overflow drains, and modifying mechanical curbs and louvers. The response date is not provided.

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Other files attached to Z2DA--589A4-23-102, Replace Building 1 Roofs, newest first.
File	Type	Posted
ATTENDANCE ROSTER.xlsx	XLSX spreadsheet	Aug 31, 2023
36C25523R0117 0002.docx	DOCX document	Aug 31, 2023
36C25523R0117 0001.docx	DOCX document	Aug 18, 2023
589A4-23-102 - Specifications 543 pages.pdf	PDF	Aug 2, 2023
36C25523R0117_1.docx	DOCX document	Aug 2, 2023

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MEDICAL CENTER DIRECTOR

DOCUMENT SIGNATURE BLOCK

PRINT NAME SIGNATURE

ASSOCIATE DIRECTOR

PRINT NAME SIGNATURE

ASSOCIATE DIRECTOR OF PATIENT SERVICES

PRINT NAME SIGNATURE

ASSISTANT DIRECTOR

PRINT NAME SIGNATURE

CHIEF ENGINEER

PRINT NAME SIGNATURE

INFECTION CONTROL PRACTITIONER

PRINT NAME SIGNATURE

SAFETY OFFICER

PRINT NAME SIGNATURE

CHIEF OF STAFF

PRINT NAME SIGNATURE

HRO DIRECTOR

PRINT NAME SIGNATURE

ABBREVIATIONS

PROJ(D)

PLBG

PLYWD

PREFIN

RAD(R)

RESIL

REINF

REQ'D

SECT

SHWR

SPECS

REFRIG

GALVANIZEDGALVBMRK BENCHMARK

CONCRETE

MASONRY UNIT

CEILINGCLG

CLR

CMU

COL

CLO

CLEAR/CLEARANCE

COLUMN

CLOSET

CAB

BOC

BRZ

BRK

BRG

BUR

BTM

BUILT-UP ROOF

CENTER TO CENTER

CHALKBOARD

BOTTOM OF WALL

CENTER LINE

CONTROL JOINT/

CONSTRUCTION JOINT

CABINET

BACK OF CURB

BOTH SIDES

BOTTOM OF

BRONZE

BRICK

BEARING

BOTTOM

FOUNDATION

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE

EXTINGUISHER

CABINET

FEC

FDN

EAST

EACH

EQUIPMENT

EXPOSED

EACH WAY

EXISTING

ELECTRICAL

EXTERIOR INSULATION

FINISH SYSTEM

ELEVATION/ELEVATOR

EXPANSION JOINT

EXISTING GRADE

ELECTRICAL CONTRACTOR

EXTERIOR

ETHYLENE PROPYLENE

DIENE TERPOLYMER

ELEV

EQUIP

EPDM

EXP

EXIST

EXT

EIFS

ELEC

INSULATION

INTERIOR

INSIDE DIAMETER

INSUL

IN(")

INT

INCH

GRAB BAR

GENERAL CONTRACTOR

GYPSUM

GLASS/GLAZING

HOLLOW METAL

HIGH PRESSURE

DECORATIVE LAMINATE

HORIZONTAL

HARDWARE

HARDWOOD

HOSE BIB

HOT WATER

HEATING, VENTILATING

& AIR CONDITIONING

HDWR

HORZ

HPDL

HVAC

HEIGHT

GRD

GYP

HDWD

GRADE

PART

PLAS

OVHD

PARTITION

PLASTER

OVERHEAD

SRT

MISCELANEOUS

MASONRY OPENING

NOT IN CONTRACT

NOT APPLICABLE

OUTSIDE DIAMETER

NUMBERNO(#)

NTS

NOM

OFF

OPNG

ON CENTER

OVERALL

NOMINAL

NOT TO SCALE

OFFICE

OPENING

MISC

MULL

MTL

NIC

NORTH

MULLION

METAL

SHT

SND

SIM

ROW

SAT

SAN

ARCHITECT/

ARCHITECTURAL

AB ANCHOR BOLT

APPROX

BLDG

ARCH

BLK

ADJ

AFF

ACCU

ALUM

ANOD

ALT

APPROXIMATE

BLOCK/BLOCKING

BOARD

BEAM

BUILDING

AIR COOLED

CONDENSING UNIT

ABOVE FINISHED FLOOR

ADJUSTABLE

ALTERNATE

ANODIZED

ACOUSTICAL

ALUMINUM

A/C AIR CONDITIONING

PLUS OR MINUS

CONSTRUCTIONCONST

COURSE

CERAMIC TILE

CONTINUOUS

CARPET

CORRIDOR

DIAMETER

DOOR

DOWN

DITTO

DIMENSION

DOUBLE

DRINKING FOUNTAIN

DETAIL

DRAWING

DOWNSPOUT

DIA

DIM

DTL

DWG

CRS

CONT

CORR

CPT

DBL

CONFERENCE

CONCRETE

CONF

CONC

FINISHFIN

FLUORESENT

FLOW LINE

FOLDING

FIELD VERIFY

FURNACE

FOOTING

FIRE RETARDANT

FOOT SCRAPER

FIBERGLASS

REINFORCED PLASTIC

FT(')

FURR

FURN

FTG

FOOT

FURRING

GAS

GUAGE

FRP

FLR

FLDG

FRT

FLUOR

FLOOR

FINISH GRADE

FINISH FLOOR

JOISTJST

LOW VOLUMN CHANGE

MASONRYMAS

MANUF

MATL

MAX

MECH

MEMB

MIN

MIRR

MANUFACTURER

MATERIAL

MECHANICAL

MEMBRANE

MAXIMUM

MINIMUM

MANHOLE

MIRROR

LDR

LAV

LAM

LVC

LOCN

LINEAL FEET

LADDER

LAVATORY

LAMINATE

LOCATION

REF

RAG

PTD

JAN JANITOR

JOINT

UNDER CABINET LIGHTREQUIRED

PHYSICAL THERAPY

RESPIRATORY CARE

SURGICAL INTENSIVE CARE UNIT

STUDDED RUBBER TILE

STAINLESS STEEL

SQUARE

SPECIFICATIONS

SUSPENDED

ACOUSTICAL TILE

SIMILAR

SANITARY NAPKIN

DISPENSER

SECTION

SHOWER

SHEET

SQUARE FEET

SPLASH BLOCK

RESILIENT

SOUTH

SANITARY

RIGHT OF WAY

ROUGH OPENING

ROOM

WNDW

WNSCT

WWF

VCT

VWC

VEST

VERT

W/O

YARD

WATERPROOFING

/WATERPROOF

WELDED WIRE FABRIC

WATER HEATER

WATER CLOSET

WINDOW

WOOD

WAINSCOT

WEIGHT

VINYL COMPOSITION TILE

VINYL WALL COVERING

VERTICAL

VESTIBULE

WEST

WITH

WITH OUT

SICU

CENTRAL STERILE

LONG TERM CARE

INTENSIVE CARE UNIT

OCCUPATIONAL THERAPY

MAGNETIC RESONANCE IMAGING

POST ANESTHETIC CARE UNIT

MEDICAL INTENSIVE CARE UNIT

LABOR-DELIVERY-RECOVERY-POST PARTUM

OPERATING ROOM

FOR MEDICAL

FACILITIES ONLY

EMERGENCY ROOM

COMPUTED TOMOGRAPHY

STORPLUMBING

PROJECT/(PROJECTED)

REFER/REFERENCE

ROOF DRAIN

RADIUS

RETURN AIR GRILLE

REINFORCING

REFRIGERATOR

RISER

PRESSURE TREATED

PAINTED

QUARRY TILE

PLYWOOD

PREFINISHED

PAIR

TLT

TOC

TPH

TYP

UCL

T&B

SUSP

STRUCT

TEL

T&G

PLATE/PLASTIC/

PROPERTY LINE STL

STD

STORAGE

TOILET PAPER HOLDER

TOP OF CURB

TOILET

TELEVISION

TOP OF

TYPICAL

TOP OF WALL

TONGUE & GROOVE

TOP & BOTTOM

STRUCTURE/STRUCTURAL

TREAD

TELEPHONE

TACKBOARD

SUSPENDED

ICU

LDRP

MRI

MICU

LTC

PACU

STEEL

STANDARD

UNLESS NOTED OTHERWISEUNO

CUT STONE

STEEL

PLYWOOD

FINISH WOOD

CONT WD FRAMING

WOOD BLOCKING

MATERIAL SYMBOLS

LVC FILL

GRANULAR FILL

CONCRETE MASONRY

FACE BRICK

CONCRETE

EARTH

EXISTING CONSTRUCTION

ASPHALT

GLASS

RIGID OR TAPERED

INSULATION, EIFS

BATT INSULATION

GYPSUM BOARD

DRAWING SYMBOLS

95.00

TOC

98.5

TOC

98.5 E

NEW ELEVATION

ELEVATION DESCRIPTION

EXISTING CONTOUR

NEW CONTOUR

TEST BORING (SITE PLANS ONLY)

EXISTING ELEVATION

ELEVATION DESCRIPTION

PROPERTY LINE

/1 A101

/1 A101 MATCHLINE

SHT. REFERENCE

ELEVATION DATUM

(SECTIONS, ELEVATIONS ONLY)

BUILDING SECTION

WALL SECTION

DETAIL DRAWING

BUILDING ELEVATION

AI-201

INTERIOR ELEVATION

A100

WINDOW ID TAG

DOOR NUMBER

ROOM NAME

ROOM NAME & NUMBER

PARTITION SYMBOL

1 REVISION TAG

COLUMN LINE GRID

ME100E EQUIPMENT NUMBER

SITE PLAN NOTES

DEMOLITION PLAN NOTES

VICINITY MAP

NO SCALE

PRECAST CONCRETE

WALL PANEL TAG

XXX

AE-101

A-4 ALTERNATE TAG

PT-XX PAINT COLOR TAG

# PLAN NOTES &

ROOF PLAN NOTES

PROJECT

LOCATION

AE-201

AE-301

AE-310

PENTHOUSE

6TH FLOOR

2ND FLOOR (ACA)

IN SCOPE

LEGEND

NOT IN SCOPE

REFERENCE SECTION 010000 GENERAL REQUIREMENTS ITEM 1.3 STATEMENT OF BID ITEMS.

BID ITEM 1 (BASE BID): INCLUDES ALL SCOPE COMMUNICATED IN THE DRAWINGS AND SPECIFICATIONS.

BID ITEM 2 (DEDUCT): INCLUDES ALL WORK IN BID ITEM 1 WITH THE FOLLOWING EXCEPTION:

1. DO NOT PERFORM ANY REMODELING ON 2ND FLOOR (ACA)

BID ITEMS

600 EAST 7TH STEET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

D on e e ig ht h in ch o ne fo ot on e q ua rt er i nc h th re e e ig ht hs o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e a nd on e h al f in ch es o ne f oo t th re e in es ne f oo t

1 2 3 4 5 6

VA FORM 08-6231

Office of Construction and Facilities Management

Department of Veterans AffairsDwg.

Drawing Number

Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

CONSULTANTS: ARCHITECT OF RECORD:

440 REGENCY PARKWAY, SUITE 135

OMAHA, NEBRASKA 68114

402.981.5527

8822 S. RIDGELINE BLVD., SUITE 310

HIGHLANDS RANCH, COLORADO 80129

303.730.0434

GI001

TITLE SHEET REPLACE BUILDING 1 ROOFS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-13-2023

589A4-23-102

REPLACE BUILDING 1 ROOFS

HARRY S. TRUMAN MEMORIAL VETERANS' HOSPITAL

DEPT OF VETERANS AFFAIRS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

BID DOCUMENTS

589A4-23-102

IEPJHK

SHEET INDEX

GENERAL

GI001 TITLE SHEET

GI002 ABAAS SHEET

GI003 ABAAS SHEET

GI104 LIFE SAFETY PLANS

GENERAL: 4

ARCHITECTURAL

AD101 DEMOLITION ROOF PLAN - 2ND FLOOR (ACA)

AD102 DEMOLITION ROOF PLAN - 6TH FLOOR & PENTHOUSE

AD110 DEMOLITION RCP - 6TH FLOOR - ABOVE CEILING

AE101 ROOF PLAN - 2ND FLOOR (ACA)

AE102 ROOF PLAN - 6TH FLOOR & PENTHOUSE

AE200 EXTERIOR ELEVATION AND WALL SECTION

AE501 DETAILS

AE502 DETAILS

ARCHITECTURAL: 8

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-101 ROOF PLAN - 2ND FLOOR (ACA)

S-102 ROOF PLAN - 6TH FLOOR

S-501 TYPICAL STRUCTURAL DETAILS

STRUCTURAL: 4

MECHANICAL

M-000 MECHANICAL SYMBOLS LEGEND AND GENERAL NOTES

MD101 MECHANICAL DEMOLITION ROOF PLAN - 2ND FLOOR

MD102 MECHANICAL DEMOLITION ROOF PLAN - 6TH FLOOR & PENTHOUSE

MH101 MECHANICAL ROOF PLAN - 2ND FLOOR

MH102 MECHANICAL ROOF PLAN - 6TH FLOOR & PENTHOUSE

MH701 MECHANICAL DETAILS

MECHANICAL: 6

ELECTRICAL

E-000 ELECTRICAL SYMBOLS LEGEND AND GENERAL NOTES

ED101 ELECTRICAL DEMOLITION ROOF PLAN - 2ND FLOOR

ED102 ELECTRICAL DEMOLITION ROOF PLAN - 6TH FLOOR & PENTHOUSE

EP101 ELECTRICAL ROOF PLAN - 2ND FLOOR

EP102 ELECTRICAL ROOF PLAN - 6TH FLOOR & PENTHOUSE

EP601 ELECTRICAL DETAILS

ELECTRICAL: 6

TOTAL SHEETS: 28

# Revision Date

Figure 302.2 Carpet Pile Height

Figure 303.2 Vertical Change in Level

1/ 2" m ax

1/ 4" m ax

Figure 302.3 Elongated Openings in Floor or

Ground Surfaces d ir ec ti o n o f tr av el lo n g d im d o m in an t p er p in d ic u la r to

1/2" max dominant direction of travel

Figure 303.3 Beveled Change in Level

Figure 304.3.1.2 Circular Turning Space - Existing

Buildings Size and Overlap

Figure 304.3.1.1 Circular Turning Space - New Buildings Size and Overlap m ax

Overlap of knee and toe clearnce Overlap of knee and toe clearnce

m ax

P er ø 5' - 7" min ø 5' - 0" min

Figure 304.3.2.2 T-Shaped Turning Space New Buildings - Size and Overlap ar m ar m base

Figure 304.3.2.1(A) T-Shaped Turning Space New Buildings - Option 1 ar m ar m base

68" min min

16" min

36" min

16" m in m in36 m in

Figure 304.3.2.1(B) T-Shaped Turning Space New Buildings - Option 2 ar m ar m base

64" min min

11" min

42" min

11" m in m in m in

Figure 304.3.2.1(C) T-Shaped Turning Space New Buildings - Option 3 ar m ar m base

64" min min

12" min

40" min

12" m in m in m in

60" min min

12" min

36" min

12" m in36 m in m in

Figure 305.3.2 Clear Floor or Ground

Space- Existing Buildings

Figure 305.5 Position of Clear Floor or Ground Space

Figure 305.7.1 Maneuvering Clearance in an

Alcove, Forward Approach

Figure 305.7.2 Maneuvering Clearance in an

Alcove, Parallel Approach

(a) forward

(b) parallel

Figure 305.3.1 Clear Floor or Ground Space- New Buildings

52" min m in

48" min m in

30" min m in

48" min m in

36" min

60" min

Figure 306.2 Toe Clearance

Figure 306.3 Knee Clearance

(b) plan

(a) elevation

6" max m in

17"- 25"

(b) plan

(a) elevation m in

25" max

11" min

8" min m in

Figure 307.2 Limits of Protruding Objects

4" max

Figure 307.3 Post-Mounted Protruding Objects

(b)(a)

12" max 12" max m ax X > 12"

X > 12" m in

Figure 307.4 Vertical Clearance

M ax

Figure 308.3.1 Unobstructed Side Reach

Figure 308.3.2 Unobstructed High Side Reach

Figure 308.2.2 Obstructed High Forward Reach

Figure 308.2.1 Unobstructed

Forward Reach

(a) (b)

(b)(a) m in m ax m ax

20" max m ax

20"- 25" max

10" max m in m ax

10" max 10" - 24" max m ax m ax m ax m ax

B U

B L

O C

K S

Figure 403.5.2 Clear Width at Turn Existing Buildings

Figure 403.5.1 Clear Width of an Accessible Route

(a) 180 degree turn

(b) 180 degree turn

(Exception)

Figure 403.5.2.1 Clear Width at Turn

(A) 180 degree turn

New Buildings - Option 1 m in

(B) 180 degree turn

New Buildings - Option 2 m in

New Building - Option 3 m in

38" min m in

36" min m in

Figure 403.5.3.1 Clear Width At 90-Degree Turn

36" min m in

4" min 28" min

4" m in m in

Figure 403.5.3.2 Clear Width At 90-Degree Turn

Existing Buildings

36" min m in

Figure 403.5.3.1 Clear Width At 90-Degree Turn

Existing Buildings

36" min m in

36" min

X<52"

36" min 42" min

X<52"

42" min 43" min

X<52"

43" min m in m in

42" min

X<48"

42" min 36" min

X<48"

36" min

32" min

36" min

32" min

36" min m ax m in m ax

(a) 90 degree trun

New Building - Option 1

(b) 90 degree trun

New Building - Option 2

New Building - Option 3

A C

C E

S S

E R

O U

T E

Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates

Figure 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors

Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates

Figure 404.2.3 Clear Width of Doorways

Figure 404.2.6 Doors in Series and Gates in Series

(e) hinge approach, pull side

(j) latch approach, push side

(k) latch approach, push side

*48 min if door provided with closer

(i) latch approach, pull side

*54 min if door provided with closer

(h) latch approach, pull side

(f) hinge approach, push side

(g) hinge approach, push side

*if door provided with both closer and latch ** 48 min if both closer and latch provided

(b) front approach, push side

*if door provided with both closer and latch

(a) front approach, pull side

(a) hinged door

(b) sliding door

(d) doorways without doors

(a) pull side

(b) push side

(a) front approach

(b) side approach

*48 min at front approach

(d) stop or latch approach

(d) hinge approach, pull side

(a)

(c)

(b)

(d) front approach symbol

.00

32" min

36" min

18" min m in m in

*12" min

36" min 60 m in

42" min m in

2" m in

22" min* 12" min m in

24" min

24" min m in m in m in

22" min m in m in

24" min m in

18" min

X >8

X >8 m in m in

12" min

X >8

48" min

48" min m in

66" min D O

O R

S A

N D

G A

T E

Figure 703.6.1 Pictogram Field

MEN not in pictogram field

6" M in

Figure 705.1 Size and Spacing of Truncated Domes base diameter of 0.9"-1.4" top diameter of 50%-65% of the base diameter

(a) elevation (enlarged)

(b) plan

.6 5"

M in

1.6" - 2.4"

Figure 707.6.2 Numeric Key Layout

(a) 12-key ascending

(b) 12-key descending

1 2 3

4 5 6

7 8 9

* 0 #

7 8 9

4 5 6

1 2 3

* 0 #

Figure 703.2.5 Height of Raised

Characters

LIBRARY

5/ 8"

"0.

Figure 703.3.1 Braille Measurement single braille cell blank cell space between words raised dot no raised dot

Figure 703.3.2 Position of Braille

AREA OF

REFUGE

3/ 8" m in

Figure 703.7.2.1 International Symbol of Accessibility

Figure 703.7.2.2 International TTY Symbol

Figure 703.7.2.3 Volume-Controlled Telephone

Figure 703.7.2.4 International Symbol of Access for

Hearing Loss

Figure 704.2.1.1 Parallel Approach to

Telephone

Figure 704.2.1.2 Forward Approach to

Telephone

Figure 703.4.1 Height of Tactile Characters

Above Floor or Ground

Figure 703.4.2 Location of Tactile Signs at Doors

AREA OF

REFUGE

centered on tactile characters

AREA OF

REFUGE

.00

M ax

M in

M ax

18" Min

M in distance between corresponding dots from one cell directly below distance between dots in the same cell distance between corresponding dots in adjacent cells distance between dots in the same cell base diameter

C O

M M

U N

N E

L E

M E

N T

S A

N D

F E

A T

U R

E S m in

48" min

Figure 1104.1.1 Clear Floor Space

For type B Unit

(a) front or rear entry

(b) side entry

Figure 802.1.3 Depth of Wheelchair Spaces in

Assembly Area

(a) single space

(b) two spaces

Figure 802.1.2 Width of Wheelchair Spaces in

Assembly Area

36" min 33" min 33" min m in m in

Figure 802.4(a) Depth of Wheelchair Spaces in Assembly Area - New Building m in

W H

E E

L C

H A

P A

C E

Figure 903.3 Bench Size And Clear Space

42" min

Figure 903.4 Bench Back Support

(a) (b) m in

2" m ax

2 1/2" max

Figure 904.4.1 Sales And Service Counters - Parallel Approach

Figure 904.4.2 Sales And Service Counters - Forward Approach

Elevation

Plan

30" min m ax m ax

Elevation

Plan

36" min m ax m ax

B U

E L

E M

E N

T S

1. ALL CONSTRUCTION & RENOVATION SHALL MEET THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARD (ABAAS).

2. SUPPLEMENTAL TO THE (ABAAS), CONSTRUCTION & RENOVATION IN HEALTH FACILITIES OF

THE DEPARTMENT OF VETERAN AFFAIRS (VA) SHALL COMPLY WITH THE VA BARRIER FREE

DESIGN STANDARD: A SUPPLEMENT TO THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS (PG-18-13).

GENERAL NOTES

OVERRIDE BY VA BARRIER FREE

DESIGN STANDARD

MINIMUM REQUIREMENTS

• SITES - PARKING SPACES ACCESSIBLE 1% GREATER THAN ABAAS

• SPINAL CORD INJURY/DISORDER (SCI/D) FACILITIES: 0.2 ACCESSIBLE SPACES PER

INPATIENT BED; 0.5 PER LONG-TERM CARE BED; 5.6 PER OUTPATIENT EXAM ROOM.

DEDICATED FOR SCI/D PATIENTS

• HOSPITAL OUTPATIENT FACILITIES 10% OF TOTAL SPACES

• REHABILITATION AND OUTPATIENT

PHYSICAL THERAPY FACILITIES 20% OF TOTAL SPACES

• BUILDING-ACCESSIBLE SEATING, ASSEMBLY AREAS 1% GREATER THAN ABAAS

ACCESSIBLE ROUTE

• WIDTH, MIN. PATIENT CARE AREAS 6'-0"

• WIDTH, MIN. ADMINISTRATIVE AREA 5'-0"

• SLOPE, MAXIMUM (INCLUDING PARKING SPACES) 3%

• MINIMUM GRADIENT OF WALK REQUIRING REST

AREAS EVERY 200' 1:50

• TURNING RADIUS 5'-6"

• TURNING RADIUS, BARIATRIC 6'-0"

FLOOR SURFACES

• CHANGES IN LEVEL NOT PERMITTED ON SCI FLOORS

• CARPET CUSHION OR PADDING NOT PERMITTED

PARKING & PASSENGER LOADING ZONES

• ACCESS AISLE REQUIREMENT FOR ACCESSIBLE

PARKING SPACES 5'-0" EACH SIDE

• PASSENGER LOADING AREA

"COMMUNICATION SYSTEM" FOR ASSISTANCE AT SCI UNITS YES

CURB RAMPS

• WIDTH, MINIMUM 4'-0"

RAMPS

• MAXIMUM SLOPE 1:20

• MAXIMUM LENGTH, WITHIN RANGE OF 1:33 - 1:26 40'

• MAXIMUM LENGTH, WITHIN RANGE OF 1:25 - 1:20 35'

• MINIMUM CLEAR WIDTH 4'-0"

• MINIMUM SIZE LEVEL LANDING,

WHERE DOORS SWING INTO LANDING 6'-0" X 6'-0"

STAIRS

• HANDRAIL HEIGHT 34"

ELEVATOR (PASSENGER)

• MINIMUM WIDTH OF ELEVATOR DOORS 4'-0"

• MINIMUM CAR SIZE 8'-0" X 6'-2" PLATFORM SIZE

• DOUBLE SET OF HANDRAILS YES

WINDOWS

• SILL HEIGHT IN PATIENT BEDROOMS 24" MAXIMUM

DOORS & DOORWAYS

• PATIENT CARE DELIVERY AREAS WITH PATIENT BED,

STRETCHER OR GURNEY ACCESS, MINIMUM WIDTH 4'-0"

WATER CLOSETS - INPATIENT NURSING UNITS

• GRAB BAR CONFIGURATION: DOUBLE SWING-UP BARS FOR ALL PATIENT TOILETS/SHOWER

ROOMS ON NURSING UNITS.

TOILET STALLS

• MINIMUM ACCESSIBLE STALL SIZE 5'-6" X 6'-0"

• MINIMUM SIZE WHEELCHAIR "FRONT-TRANSFER" STALL 3'-6" X 6'-0"

• GRAB BARS REQUIRED IN ALL STALLS

SHOWER STALLS (PATIENT)

• MINIMUM STALL DIMENSIONS 4'-0" X 4'-0"

• GRAB BARS HORIZONTAL PLUS VERTICAL BARS

TOILET ROOMS

• INPATIENT BEDROOM TOILET ROOMS,

MINIMUM WIDTH OF TOILET ROOM ENTRANCE DOORS 48"

CAFETERIAS

• KNEE CLEARANCE, FOR MINIMUM 5% TABLES 2'-3" & 2'-5" FOR AT LEAST 5%

HEALTH CARE FACILITIES

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF PATIENT BEDROOMS ACCESSIBLE 100%

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF TOILET ROOMS ACCESSIBLE 100%

2 3 4 5 6

1 2 3 4 5 6

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STEET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

440 REGENCY PARKWAY, SUITE 135

OMAHA, NEBRASKA 68114

402.981.5527

8822 S. RIDGELINE BLVD., SUITE 310

HIGHLANDS RANCH, COLORADO 80129

303.730.0434

GI002

ABAAS SHEET REPLACE BUILDING 1 ROOFS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-13-2023

589A4-23-102

BID DOCUMENTS

IEPJHK

Figure 611.4 Height of Laundry

Compartment Opening

(a) top loading

(b) front loading m ax

Figure 604.2 Water Closet

Location

(a) wheelchair accessible water closets

(b) ambulatory accessible

Water closets

Figure 604.3.1 Size of Clearance at

Water Closets

Figure 604.3.2 (exception) Overlap of Water Closet Clearance in Residential

Dwelling Units

Figure 604.5.1 Side Wall Grab Bar at

Water Closets

Figure 604.5.2 Rear Wall Grab Bar at Water Closets

Figure 1104.11.1.1 Swing-up Grab Bar for Water Closet

Figure 604.7 Dispenser Outlet Location

Figure 604.8.1.2 Wheelchair Accessible Toilet

Compartment Doors

Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance

Figure 604.8.2 Ambulatory Accessible

Toilet Compartment

Transfer Side comply with section 609.3

(a) adult wall hung water closet

(b) adult floor mounted water closet and children's water closet

(b) elevation children

(a) elevation adult

Figure 604.9.2.3 Wheelchair Toilet Compartments Alternate

Wheelchair Toilet Compartment m in

60" min

Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartments m in

60" min m in

60" min 42 m in

4" max

4" m ax m in m in

35" - 37"

6" m in

6" min

9" m in m in6" min

Partition m in m ax7" - 9"

18" min 18" min

15 3/4" 15 3/4"36" min

24" min min

12" 12" max 42" min

54" min

42" m in

39" - 41" m in m in

60" min

18" min m in

60" min

16" - 18"

17" - 19"

P L

U M

G E

L E

M E

N T

S A

N D

F A

Figure 602.2.1 (A) Clear Floor Space at Wheelchair Drinking

Fountains

Figure 602.2.1 (B) Clear Floor Space at Wheelchair Drinking Fountains Primarly for

Children's use Exception

Children Adults

Figure 602.2.3 Wheelchair Drinking

Fountain Spout Height and Location

-4 m ax

Figure 602.3.2 Standing use Drinking Fountain Spout Height and Location

Figure 602.3.3 Drinking Fountain

Spout Location m ax m ax

Children Adults

5" max (602.2.4)

15" min for Adults

D R

F O

U N

T A

Figure 609.2.2 Grab Bar Non-Circular Cross Section

4" - 4.8" perimeter

2" m ax 2" max

(a) (b)

Figure 607.2 Clearance for Bathtubs

Figure 607.4.1 Grab Bars for Bathtubs with

Permanent Seats

Figure 607.4.2 Grab Bars for Bathtubs with Removable In-Tub Seats

Figure 607.5 Bathtub Control

Location

Figure 610.2 Bathtub Seats back wall head end wallcontrol end wall back wall head end wall control end wall

(b) plan back wall head end wall control end wall back wall head end wall control end wall

(a) removable in-tub seat

(b) permanent seat control end wall

(a) Removable In-Tub seat

(b) Permanent seat

(a) elevation

(b) plan

Length of Bathtub m in

Length of Bathtub 12" min m in

(a) elevation

15" max12" max m in

0" m in

24" min

12" max 24" max m in

15" min15" - 16"

Figure 608.3.1 Grab Bars for Transfer-

Type Showers

Figure 608.3.2 Grab Bars for Standard Roll-In Type Showers

Figure 608.3.3 Grab Bars for Alternate Roll-In Type Showers seat wall control wall back wall back wall side wall side wall back wall back wall front wall side wall side wall side wall side wall

(b) with seat

Figure 608.2.1.2(B) Transfer-Type Shower Compartment Clearances

New Buildings- Option 2 seat wall control wall back wall

52" max m ax

4" max

Figure 608.2.1.2(C) Transfer-Type Shower Compartment Clearances

Existing Buildings- Option 2 seat wall control wall back wall m ax

48" max

18"

4" M ax

6" m ax

6" max 6" max

6" max6" max

6" m ax

Figure 608.5.1 Transfer-Type Shower Compartment Control

Location

Figure 608.5.2 Standard Roll-In Type Shower Compartment

Control Location

Figure 608.5.3 Alternate Roll-In Type Shower Compartment Control Location

Figure 609.3 Spacing of Grab Bars side wall back wall can be located on any wall of shower

(a) without seat

(b) with seat

(a) projecting objects

(b) recessed objects side wall back wall

(a) with seat

(elevation)

(b) with seat

(elevation)

(d) with seat

(plan)

(plan) side wall side wall side wall side wall back wallback wall front wall front wall

15" max m in m ax m in m ax m ax

Figure 610.3 Extent of Seat

Figure 610.3.1 Rectangular Shower Seat

Figure 610.3.2 L-Shaped Shower Seat seat wall seat wall

(a) size

(b) distance from wall seat wall

(a) rectangular

(b) L-shaped compartment entry compartment entry

15" max m in

2" m ax

3" m ax

(a) without seat

2 1/2" max

15" - 16"

2" m ax

2 1/2" max15" - 16"

22" - 23"

2" m ax m in m ax

27" max m in m ax m in

6" m ax

6" max

" T U

B S

A N

D S

H O

W E

R S

Sanitary Napkin Disposal

Sanitary Napkin Dispenser m ax

Soap Dispenser

Paper Towel Dispenser

T .O

. d is p en se r

O P

G m ax

Baby Changing Station to B

.O m in to h ig h es t p ar t m ax

LINE OF WALL

Coat/Robe Hook

4' -0

C C

5' -4

Y P

Door Viewer

3' -7

C C

5' -0

Y P

Mirror Height to g la ss

Fire Extinguisher Cabinet m ax t o t h e h an d le m ax

Fire Extinguisher to t h e h an d le m ax

Hand Dryer

Trash Receptical m ax w o rk s u rf ac e o f w o rk s u rf ac e

T .O

. o p er ab le p o rt io n m ax

Toilet Seat Cover Dispensed

M O

U N

G H

H T

NOTE: MOUNTING HEIGHT OF OPERABLE PARTS OF ANY ACCESSORIES SHALL NOT EXCEED 48".

1. ALL CONSTRUCTION & RENOVATION SHALL MEET THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARD (ABAAS).

2. SUPPLEMENTAL TO THE (ABAAS), CONSTRUCTION & RENOVATION IN HEALTH FACILITIES OF

THE DEPARTMENT OF VETERAN AFFAIRS (VA) SHALL COMPLY WITH THE VA BARRIER FREE

DESIGN STANDARD: A SUPPLEMENT TO THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS (PG-18-13).

GENERAL NOTES

OVERRIDE BY VA BARRIER FREE

DESIGN STANDARD

MINIMUM REQUIREMENTS

• SITES - PARKING SPACES ACCESSIBLE 1% GREATER THAN ABAAS

• SPINAL CORD INJURY/DISORDER (SCI/D) FACILITIES: 0.2 ACCESSIBLE SPACES PER

INPATIENT BED; 0.5 PER LONG-TERM CARE BED; 5.6 PER OUTPATIENT EXAM ROOM.

DEDICATED FOR SCI/D PATIENTS

• HOSPITAL OUTPATIENT FACILITIES 10% OF TOTAL SPACES

• REHABILITATION AND OUTPATIENT

PHYSICAL THERAPY FACILITIES 20% OF TOTAL SPACES

• BUILDING-ACCESSIBLE SEATING, ASSEMBLY AREAS 1% GREATER THAN ABAAS

ACCESSIBLE ROUTE

• WIDTH, MIN. PATIENT CARE AREAS 6'-0"

• WIDTH, MIN. ADMINISTRATIVE AREA 5'-0"

• SLOPE, MAXIMUM (INCLUDING PARKING SPACES) 3%

• MINIMUM GRADIENT OF WALK REQUIRING REST

AREAS EVERY 200' 1:50

• TURNING RADIUS 5'-6"

• TURNING RADIUS, BARIATRIC 6'-0"

FLOOR SURFACES

• CHANGES IN LEVEL NOT PERMITTED ON SCI FLOORS

• CARPET CUSHION OR PADDING NOT PERMITTED

PARKING & PASSENGER LOADING ZONES

• ACCESS AISLE REQUIREMENT FOR ACCESSIBLE

PARKING SPACES 5'-0" EACH SIDE

• PASSENGER LOADING AREA

"COMMUNICATION SYSTEM" FOR ASSISTANCE AT SCI UNITS YES

CURB RAMPS

• WIDTH, MINIMUM 4'-0"

RAMPS

• MAXIMUM SLOPE 1:20

• MAXIMUM LENGTH, WITHIN RANGE OF 1:33 - 1:26 40'

• MAXIMUM LENGTH, WITHIN RANGE OF 1:25 - 1:20 35'

• MINIMUM CLEAR WIDTH 4'-0"

• MINIMUM SIZE LEVEL LANDING,

WHERE DOORS SWING INTO LANDING 6'-0" X 6'-0"

STAIRS

• HANDRAIL HEIGHT 34"

ELEVATOR (PASSENGER)

• MINIMUM WIDTH OF ELEVATOR DOORS 4'-0"

• MINIMUM CAR SIZE 8'-0" X 6'-2" PLATFORM SIZE

• DOUBLE SET OF HANDRAILS YES

WINDOWS

• SILL HEIGHT IN PATIENT BEDROOMS 24" MAXIMUM

DOORS & DOORWAYS

• PATIENT CARE DELIVERY AREAS WITH PATIENT BED,

STRETCHER OR GURNEY ACCESS, MINIMUM WIDTH 4'-0"

WATER CLOSETS - INPATIENT NURSING UNITS

• GRAB BAR CONFIGURATION: DOUBLE SWING-UP BARS FOR ALL PATIENT TOILETS/SHOWER

ROOMS ON NURSING UNITS.

TOILET STALLS

• MINIMUM ACCESSIBLE STALL SIZE 5'-6" X 6'-0"

• MINIMUM SIZE WHEELCHAIR "FRONT-TRANSFER" STALL 3'-6" X 6'-0"

• GRAB BARS REQUIRED IN ALL STALLS

SHOWER STALLS (PATIENT)

• MINIMUM STALL DIMENSIONS 4'-0" X 4'-0"

• GRAB BARS HORIZONTAL PLUS VERTICAL BARS

TOILET ROOMS

• INPATIENT BEDROOM TOILET ROOMS,

MINIMUM WIDTH OF TOILET ROOM ENTRANCE DOORS 48"

CAFETERIAS

• KNEE CLEARANCE, FOR MINIMUM 5% TABLES 2'-3" & 2'-5" FOR AT LEAST 5%

HEALTH CARE FACILITIES

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF PATIENT BEDROOMS ACCESSIBLE 100%

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF TOILET ROOMS ACCESSIBLE 100%

2 3 4 5 6

1 2 3 4 5 6

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STEET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

440 REGENCY PARKWAY, SUITE 135

OMAHA, NEBRASKA 68114

402.981.5527

8822 S. RIDGELINE BLVD., SUITE 310

HIGHLANDS RANCH, COLORADO 80129

303.730.0434

GI003

ABAAS SHEET REPLACE BUILDING 1 ROOFS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-13-2023

589A4-23-102

BID DOCUMENTS

IEPJHK

CODE NOTES

1. DRAWING PURPOSE: RENOVATION

2. FACILITY REVIEWED FOR COMPLIANCE WITH THE FOLLOWING

CODES:

2021 NFPA 101 LIFE SAFETY CODE

2021 INTERNATIONAL BUILDING CODE

2021 NATIONAL ELECTRICAL CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL FIRE CODE

2010 ARCHITECTURAL BARRIERS ACT (ABA)

3. OWNER:

HARRY S TRUMAN MEMORIAL HOSPITAL

800 HOSPITAL DR

COLUMBIA, MO 65201

PH (573) 814-6000

4. DATE DEVELOPED: SEE DATE IN TITLEBLOCK

6. ARCHITECTS SEAL: SEE STAMP IN TITLEBLOCK

7. FIRE SERVICE: CITY OF COLUMBIA FIRE DEPARTMENT

8. INSPECTION: VISN 15 SAFETY OFFICER

9. OCCUPANCY GROUP TYPE:

5. ARCHITECT:

STONE GROUP ARCHITECTS

600 EAST 7TH STREET

SIOUX FALLS, SD 57103

PH (605) 271-1144

RENOVATION: BUSINESS (NFPA); BUSINESS (IBC)

10. CONSTRUCTION TYPE: NFPA TYPE II (222)

11. HEIGHT & AREA LIMITATIONS:

ALLOWABLE AREA: UNLIMITED

HEALTH CARE OCCUPANCY (MOST RESTRICTIVE IN BUILDING)

ALLOWABLE HEIGHT /

STORIES

4 OR MORE

ACTUAL HEIGHT / STORIES 7 OCCUPIABLE STORIES

(UNCHANGED)

BUSINESS OCCUPANCY

ALLOWABLE HEIGHT /

STORIES

N/R

12. MINIMUM CONSTRUCTION REQUIREMENTS (A.8.2.1.2):

CONSTRUCTION

BUSINESS OCCUPANCY

BEARING WALLS:

A. EXTERIOR

B. INTERIOR

C. INT/EXT (ROOF ONLY)

TYPE II

(222)

2 HR

1 HR

NON-BEARING WALLS:

A. EXTERIOR

B. INTERIOR

0 HR

NON-

COMBUSTIBLE

COLUMNS:

A. SUPPORT FLOORS

B. SUPPORT ROOF ONLY

2 HR

1 HR

BEAMS/GIRDERS/TRUSSES:

A. EXTERIOR:

B. INTERIOR:

2 HR

1 HR

FLOOR CONSTRUCTION: 2 HR

ROOF CONSTRUCTION: 1 HR

NOTE: ENTIRE FACILITY IS FULLY SPRINKLED

13. ACTIVE FIRE SAFETY FEATURES:

(A) AUTOMATIC SUPPRESSION SYSTEMS:

- SPRINKLER SYSTEM (FULLY SPRINKLED)

- EXHAUST HOOD IN KITCHEN - U.L. 300 COMPLIANT

- AUTOMATIC AIR-HANDLING SHUT-DOWN

(B) FIRE ALARM SYSTEM - SIMPLEX, ADDRESSABLE, AUTO DIAL-UP

POWERED EXIT LIGHTING.

(D) SMOKE DETECTORS AT ALL CORRIDORS, ALL SMOKE DOORS AND

MISC AREAS AS REQ'D (ALSO IN SOME DUCTS)

(E) PORTABLE EXTINGUISHERS

14. WATER SUPPLY: CITY OF COLUMBIA, MO/UMC (SECONDARY)

TYPE II

(000)

0 HR

NON-

COMBUSTIBLE

0 HR

14. SEWAGE TREATMENT: CITY OF COLUMBIA, MO

14. ACCESSIBILITY PROVISIONS (VA STANDARDS): ACCESSIBLE ROUTE,

TOILETS, LAVATORIES, SIGNAGE.

17. STORM SEWER: UMC/CITY OF COLUMBIA, MO

LEGEND

BUILDING & LIFE SAFETY REQUIREMENTS

DESCRIPTION

WALL

RATING

NEW

PARTITION KEY NFPA 101-2021

OPENINGS DAMPERS

RATING RFRNC. TYPE RFRNC.

BUILDING SEPARATION:

FIRE BARRIER

90 MIN

OCCUPANCY/AREA SEPARATION

FIRE BARRIER

2 HR

90 MIN

HORIZONTAL EXIT (& REFUGE AREA)

FIRE BARRIER

90 MIN

VERT. OPG. (EXIT ENCLSR/SHAFT)

FIRE BARRIER

(2 HR = 4 OR MORE STORIES)

(1 HR = LESS THAN 4 STORIES)1 HR

2 HR

60 MIN

90 MIN

HAZ./INCIDENTAL USE

FIRE BARRIER

45 MIN

HAZ./INCIDENTAL USE

SMOKE PARTITIONS

(SPRINKLERED)

NR-

RESIST

SMK

SELF OR AUTO

CLOSING

SUBDIVIDING SPACES

SMOKE BARRIER (I-2 OCCUPANCY)

20 MIN

SUITE SEPARATION

SMOKE PARTITION

*NR

SELF OR AUTO

CLOSING

EXIT ACCESS CORRIDORS (I-2)

SMOKE PARTITIONS (SPRINKLERED)

NR-

RESIST

SMK

EXIT ACCESS CORRIDORS (B & AHC)

NON-RATED PARTITIONS

VERT. OPG. (SHAFT)

FIRE BARRIER 60 MIN

1 HR

2 HR

60 MIN

90 MINEXIT PASSAGEWAY (HORIZ.)

FIRE BARRIER

6.1.14.4.1

7.1.3.2

8.7.1.1

8.5

8.4.2

21.3.6

7.2.6

8.2.1.3

8.6

8.7.1.2

8.3.3.2.2 TBL

8.3

8.3.3.2.2 TBL

8.3 8.7.1.1

8.3.3.2.2 TBL

19.3.7.8

8.3.3.2.2 TBL

8.3

8.3.3.2.2 TBL

8.3

8.3.3.2.2 TBL

8.3

8.3.3.2.2. TBL

8.3

8.3.3.2.2TBL

8.7.1.2

8.3.3.2.2 TBL

8.4

8.4.3

N/A

FIRE

90 MIN

FIRE

90 MIN

FIRE

90 MIN

NOT

ALLOWED

UNLESS

SERVING

STAIR

ONLY

N/A

VARIES

SMOKE

90 MIN

VARIES

NONE

N/A

NOT

ALLOWED

8.3.4.8 9.2.1

N/A

8.5.5.3

8.6.4

N/A

8.4.4

8.4.4 8.4.6.2

N/A

8.3.3.2.2 TBL

8.3

1 HROR

1 HR

2 HR

SYMBOLS

NO. OCC. EXITING

(SMALLER ROOMS)

MAXIMUM OCCUPANCY

AREA

OCC. LOAD

FACTOR

FIRE ALARM CONTROL PANEL

FIRE SYSTEM ANNUNCIATOR ALARM

ANNUNCIATOR PANEL

FACP

FSA

FAA

REQ'D. EXIT WIDTH

NO. OF OCC. EXITING

ACTUAL EXIT

WIDTH

NO. OF OCC./

NO. OF EXITS

1:50

10/1

34"

FEC

PROPERTY LINE

STARTING

LOCATION

TRAVEL DISTANCE

TRAVEL PATH

FIRE EXTINGUISHER CABINET

FIRE PULL STATION

FIRE EXTINGUISHER

NOTES

[A] DAMPERS ARE NOT REQUIRED IN DUCT PENETRATIONS OF

SMOKE BARRIERS WHERE HVAC SYSTEMS ARE FULLY DUCTED

(18.3.7.3x2)

[B] AIR TRANSFER OPENINGS IN SMOKE PARTITIONS SHALL

HAVE DAMPERS (NFPA 8.2.4.4.3) (IBC 710.7)

[C] SMOKE DAMPERS ARE NOT REQUIRED WHERE OPENINGS IN

DUCT ARE LIMITED TO A SINGLE SMOKE COMPARTMENT &

DUCTS ARE MADE OF STEEL (IBC 716.5.5)

[D] TRANSFER GRILLES REGARDLESS OF WHETHER THEY ARE

PROTECTED

ARE NOT ALLOWED IN THESE DOORS OR WALLS (NFPA 18.3.6.4)

TD = XX

SCOPE OF WORK LEGEND

SHADED AREA NOT IN SCOPE OF WORK

7.72

2ND & 6TH FLOOR &

PENTHOUSE KEY PLAN

2 3 4 5 6

1 2 3 4 5 6

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STEET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

440 REGENCY PARKWAY, SUITE 135

OMAHA, NEBRASKA 68114

402.981.5527

8822 S. RIDGELINE BLVD., SUITE 310

HIGHLANDS RANCH, COLORADO 80129

303.730.0434

GI104

LIFE SAFETY PLANS REPLACE BUILDING 1 ROOFS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-13-2023

589A4-23-102

BID DOCUMENTS

IEPJHK

0' 8'-0" 16'-0" 32'-0"

1/16" = 1'-0" D2

LIFE SAFETY PLAN - 2ND FLOOR (ACA)

1/16" = 1'-0"

LIFE SAFETY PLAN - 6TH FLOOR

1/16" = 1'-0" B4

LIFE SAFETY PLAN - PENTHOUSE

0' 8'-0" 16'-0" 32'-0"

KEYNOTES

KEY VALUE KEYNOTE TEXT

7.72 FALL ARREST SYSTEM, SEE SHEET S-501 FOR ANCHORAGE REQUIREMENTS, SEE

SPEC. SECTION 077200.

GENERAL DEMOLITION NOTES

A. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING. THE

CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY CONDITIONS THAT

DIFFER FROM THE INFORMATION INDICATED IN THE DRAWINGS.

B. PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY

DAMAGED AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION.

C. VERIFY EXTENT OF DEMOLITION WORK WITH INFORMATION SHOWN IN THE DRAWINGS AND

WORK THAT IS NOT SHOWN AND MAY BE REQUIRED TO COMPLETE THE INTENDED WORK.

D. ALL WORK SHALL COMPLY WITH REQUIRED LOCAL CODES. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL WORK ASSOCIATED WITH

THIS CONTRACT.

E. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH

SURROUNDING EXISTING FINISHES NOT DISTURBED.

F. TYPES OF FLOOR, WALL, AND CEILING FINISHES INDICATED FOR REMOVAL BY DEMOLITION

NOTES ARE FOR GENERAL INFORMATION ONLY FROM INFORMATION OBTAINED FROM

EXISTING PLANS AND OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY MATERIAL TYPES

ONSITE PRIOR TO BID AND INCLUDE NECESSARY WORK IN HIS BID.

G. ALL APPLIANCES, FURNITURE, AND EQUIPMENT TO REMAIN THE PROPERTY OF THE

OWNER - CONTRACTOR TO COORDINATE REMOVAL, RELOCATION AND STORAGE OF

EQUIPMENT FROM DEMO AREAS WITH OWNER.

H. MISCELLANEOUS FLOOR PENETRATIONS AND DEMO FOR NEW MECHANICAL AND

ELECTRICAL WORK SHALL BE COORDINATED FROM ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL PLANS.

I. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DEMO PLANS FOR DEMOLITION,

SALVAGE AND RE-USE OF EXISTING ITEMS.

J. ALL NON-USED PENETRATIONS IN EXISTING SLABS TO RECEIVE INFILL PRIOR TO RE-

ROOFING PER STRUCTURAL DETAILS ON S-501.

K. ELEMENTS INDICATED WITH A DASHED LINE ARE TO BE DEMOLISHED AND DISPOSED OF AS

A PART OF THIS PROJECT, UNLESS NOTED OTHERWISE.

L. IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED WITH

MINIMAL DISRUPTION TO OPERATIONS. IF REQUIRED, THE OWNER RESERVES THE RIGHT TO

TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS SHOULD THE

OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE OF THE

OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.

M. CONTRACTOR SHALL REMOVE AND DISPOSE OF IN A LEGAL MANNER ALL MATERIAL NOT

SCHEDULED FOR REUSE UNDER THIS PROJECT .

N. IN ALL WALLS AND CEILINGS THAT ARE TO BE REMOVED THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING ELECTRICAL, PLUMBING,

GAS LINES AND MECHANICAL DUCTWORK THAT ARE NOT SCHEDULED FOR REUSE BACK TO

MAIN OR JUNCTION BOX. CONTRACTOR SHALL REROUTE AND CONTINUE ANY SYSTEM THAT

MUST BE RETAINED FOR NEW CONSTRUCTION. CONTRACTOR SHALL REROUTE AND KEEP

OPERATIONAL ALL SYSTEMS SERVING SPACES IN THE SURROUNDING AREAS TO THE

PROJECT.

O. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT ARE TO BE REMOVED SHALL BE

DISCONNECTED AT SOURCE AND REMOVED BACK TO PANEL.

P. ALL PIPING GAS, WATER SUPPLY, VENT, DRAIN LINES, ETC. SUPPLYING EQUIPMENT THAT

ARE TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING

OR BELOW FLOOR. CONTRACTOR SHALL REROUTE AS NECESSARY, TO BE BEHIND NEW

CONSTRUCTION. PATCH FLOOR BACK PRIOR TO TOPPING.

Q. ALL DECK PENETRATIONS NEED TO BE PROPERLY FILLED TO PREVENT IMPERFECTIONS.

R. RETURN ALL SIGNAGE AFFECTED BY CONSTRUCTION TO OWNER.

S. SECURITY CAMERAS TO BE FUNCTIONAL AT ALL TIME DURING CONSTRUCTION.

T. ALL UTILITY PENETRATIONS TO MATCH THE HOST WALL FIRE RATING AT ALL TIME.

U. ROOF MUST REMAIN PROTECTED FROM ELEMENTS (WEATHER SPECIFICALLY) AT ALL TIME

DURING CONSTRUCTION. CONTRACTOR SHALL NOT REMOVE MORE THAN THEY CAN

PROTECT IN A SINGLE SHIFT AND SHALL NOT LEAVE THE SITE WITHOUT THE ROOF

PROTECTED.

V. ACCESS TO PENTHOUSE ROOF SHALL BE COORDINATED WITH COR DAILY PRIOR TO WORK.

AT MINIMUM, A 3-DAY NOTICE IS REQUIRED TO VERIFY IF HAZARDOUS EXHAUST IS BEING

EXPELLED.

W. REUSE OF EXISTING CURBS IS ALLOWED IF THEY ARE STRUCTURALLY SOUND AND IN

ACCEPTABLE CONDITIONS. OTHERWISE, TO BE REPLACED WITH NEW CURB.

2ND FLOOR KEY PLAN

SCOPE OF WORK LEGEND

SHADED AREA NOT IN SCOPE OF WORK

2.10

2.10C

2.10

22.51

2.10B

22.51

2.10

2.10B

2.10F

2.102.10J

2.10C

2.10F

2.10B

2.10F

2.10E

2.09A

2.10B

2.09A

2.10D

2.10G

2.10A

2.10C

2.10K 2.10F

2.13

2.15

2.10C2.10

2.09B

2.30

2.07

2.077.40F7.40F

7.40F

2.06

2 3 4 5 6

1 2 3 4 5 6

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STEET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

440 REGENCY PARKWAY, SUITE 135

OMAHA, NEBRASKA 68114

402.981.5527

8822 S. RIDGELINE BLVD., SUITE 310

HIGHLANDS RANCH, COLORADO 80129

303.730.0434

AD101

DEMOLITION ROOF PLAN - 2ND FLOOR

(ACA)

REPLACE BUILDING 1 ROOFS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-13-2023

589A4-23-102

BID DOCUMENTS

IEPJHK

KEYNOTES

KEY VALUE KEYNOTE TEXT

2.06 CUT EXIST. ROOFING MEMBRANE AT THIS LOCATION, PREP FOR NEW MEMBRANE TO

GO UP & OVER PARAPET WALL.

2.07 DEMO EXISTING WALL FLASHING/TERMINATION BAR, PREP TO RECEIVE NEW, TYP.

2.09A REMOVE EXISTING ROOFING MEMBRANE TO LIGHTWEIGHT CONCRETE TOPPING.

PREP TO RECEIVE NEW TPO ROOFING.

2.09B REMOVE EXISTING ROOFING MEMBRANE & TAPERED INSULATION TO LIGHTWEIGHT

CONCRETE TOPPING. PREP TO RECEIVE NEW CRICKET & TPO ROOFING.

2.10 TEMPORARY REMOVE EQUIPMENT TO BE PUT BACK THEN DEMO CURB FLASHING,

SEE MECH.

2.10A DEMO EXISTING ROOF CURB, FLASHING, & INFILL CONCRETE DECK.

2.10B DEMO EXISTING MEMBRANE & FLASHING FOR 4" PIPE, PREP FOR NEW MEMBRANE &

PRE-MOLDED PIPE SEAL.

2.10C DEMO EXISTING MEMBRANE & FLASHING FOR CONDUIT PIPE, PREP FOR NEW

MEMBRANE & PRE-MOLDED PIPE SEAL.

2.10D DEMO EXISTING EXPANSION JOINT COVER, PREP FOR NEW ASSEMBLY.

2.10E DEMO EXISTING MEMBRANE & FLASHING FOR ROOF 2" PUMP PIPE, PREP FOR NEW

MEMBRANE & FLASHING.

2.10F DEMO EXISTING CAPPED VENT PIPE & INFILL CONCRETE DECK.

2.10G DEMO EXISTING MEMBRANE & FLASHING FOR STAIR POSTS, PREP FOR NEW

MEMBRANE & FLASHING.

2.10J TEMPORARY REMOVE CONDENSING UNIT TO BE PUT BACK AND REMOVE ROOFTOP

WOODEN CURB.

2.10K REMOVE EXISTING EQUIP. SUPPORT RAIL & FLASHING.

2.13 DEMO EXISTING MEMBRANE & FLASHING FOR SUPPORT POST, PREP FOR NEW

MEMBRANE.

2.15 REMOVE EXISTING WALKING PADS & ADHESIVE, TYP.

2.30 LIGHTNING PROTECTION CONDUIT TO BE RAISED AS NECESSARY TO STAY ABOVE

THE NEW ROOF.

7.40F EXIST. METAL COPING TO BE REINSTALLED

22.51 EXISTING ROOF DRAIN, PREP TO RECEIVE NEW ROOFING MEMBRANE.

0' 4'-0" 8'-0" 16'-0"

1/8" = 1'-0" D3

DEMOLITION ROOF PLAN - 2ND FLOOR (ACA)

CONTRACTOR TO COORDINATE ALL

EQUIPMENT DOWNTIME WITH VA PERSONNEL

PRIOR TO TAKING ANY EQUIPMENT OUT OF

SERVICE. MAXIMUM ALLOWED OUT OF

SERVICE TIME PERIOD TO BE 48 HOURS OR ON

A WEEKEND OR OTHER NON-WORKING DAY.

FEC

GENERAL DEMOLITION NOTES

A. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING. THE

CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY CONDITIONS THAT

DIFFER FROM THE INFORMATION INDICATED IN THE DRAWINGS.

B. PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY

DAMAGED AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION.

C. VERIFY EXTENT OF DEMOLITION WORK WITH INFORMATION SHOWN IN THE DRAWINGS AND

WORK THAT IS NOT SHOWN AND MAY BE REQUIRED TO COMPLETE THE INTENDED WORK.

D. ALL WORK SHALL COMPLY WITH REQUIRED LOCAL CODES. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL WORK ASSOCIATED WITH

THIS CONTRACT.

E. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH

SURROUNDING EXISTING FINISHES NOT DISTURBED.

F. TYPES OF FLOOR, WALL, AND CEILING FINISHES INDICATED FOR REMOVAL BY DEMOLITION

NOTES ARE FOR GENERAL INFORMATION ONLY FROM INFORMATION OBTAINED FROM

EXISTING PLANS AND OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY MATERIAL TYPES

ONSITE PRIOR TO BID AND INCLUDE NECESSARY WORK IN HIS BID.

G. ALL APPLIANCES, FURNITURE, AND EQUIPMENT TO REMAIN THE PROPERTY OF THE

OWNER - CONTRACTOR TO COORDINATE REMOVAL, RELOCATION AND STORAGE OF

EQUIPMENT FROM DEMO AREAS WITH OWNER.

H. MISCELLANEOUS FLOOR PENETRATIONS AND DEMO FOR NEW MECHANICAL AND

ELECTRICAL WORK SHALL BE COORDINATED FROM ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL PLANS.

I. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DEMO PLANS FOR DEMOLITION,

SALVAGE AND RE-USE OF EXISTING ITEMS.

J. ALL NON-USED PENETRATIONS IN EXISTING SLABS TO RECEIVE INFILL PRIOR TO RE-

ROOFING PER STRUCTURAL DETAILS ON S-501.

K. ELEMENTS INDICATED WITH A DASHED LINE ARE TO BE DEMOLISHED AND DISPOSED OF AS

A PART OF THIS PROJECT, UNLESS NOTED OTHERWISE.

L. IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED WITH

MINIMAL DISRUPTION TO OPERATIONS. IF REQUIRED, THE OWNER RESERVES THE RIGHT TO

TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS SHOULD THE

OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE OF THE

OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.

M. CONTRACTOR SHALL REMOVE AND DISPOSE OF IN A LEGAL MANNER ALL MATERIAL NOT

SCHEDULED FOR REUSE UNDER THIS PROJECT .

N. IN ALL WALLS AND CEILINGS THAT ARE TO BE REMOVED THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING ELECTRICAL, PLUMBING,

GAS LINES AND MECHANICAL DUCTWORK THAT ARE NOT SCHEDULED FOR REUSE BACK TO

MAIN OR JUNCTION BOX. CONTRACTOR SHALL REROUTE AND CONTINUE ANY SYSTEM THAT

MUST BE RETAINED FOR NEW CONSTRUCTION. CONTRACTOR SHALL REROUTE AND KEEP

OPERATIONAL ALL SYSTEMS SERVING SPACES IN THE SURROUNDING AREAS TO THE

PROJECT.

O. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT ARE TO BE REMOVED SHALL BE

DISCONNECTED AT SOURCE AND REMOVED BACK TO PANEL.

P. ALL PIPING GAS, WATER SUPPLY, VENT, DRAIN LINES, ETC. SUPPLYING EQUIPMENT THAT

ARE TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING

OR BELOW FLOOR. CONTRACTOR SHALL REROUTE AS NECESSARY, TO BE BEHIND NEW

CONSTRUCTION. PATCH FLOOR BACK PRIOR TO TOPPING.

Q. ALL DECK PENETRATIONS NEED TO BE PROPERLY FILLED TO PREVENT IMPERFECTIONS.

R. RETURN ALL SIGNAGE AFFECTED BY CONSTRUCTION TO OWNER.

S. SECURITY CAMERAS TO BE FUNCTIONAL AT ALL TIME DURING CONSTRUCTION.

T. ALL UTILITY PENETRATIONS TO MATCH THE HOST WALL FIRE RATING AT ALL TIME.

U. ROOF MUST REMAIN PROTECTED FROM ELEMENTS (WEATHER SPECIFICALLY) AT ALL TIME

DURING CONSTRUCTION. CONTRACTOR SHALL NOT REMOVE MORE THAN THEY CAN

PROTECT IN A SINGLE SHIFT AND SHALL NOT LEAVE THE SITE WITHOUT THE ROOF

PROTECTED.

V. ACCESS TO PENTHOUSE ROOF SHALL BE COORDINATED WITH COR DAILY PRIOR TO WORK.

AT MINIMUM, A 3-DAY NOTICE IS REQUIRED TO VERIFY IF HAZARDOUS EXHAUST IS BEING

EXPELLED.

W. REUSE OF EXISTING CURBS IS ALLOWED IF THEY ARE STRUCTURALLY SOUND AND IN

ACCEPTABLE CONDITIONS. OTHERWISE, TO BE REPLACED WITH NEW CURB.

SCOPE OF WORK LEGEND

SHADED AREA NOT IN SCOPE OF WORK

2.09

2.10A

2.10 2.102.10

2.10

2.10K

2.10K2.10K

2.10K

2.10B

2.10K 2.10K2.10K

2.10B 2.10K2.10K

2.10K

2.10B

2.10

2.10B

2.10K

2.10

2.10B

2.10

2.10A

2.10

2.10B

2.11

2.12

2.11

2.10C2.10C

2.13

2.10B

2.13

2.13F2.13F2.13F2.13F2.13F2.13F

2.16

2.10M

2.13

2.16

2.10K2.10K2.102.10

2.10

2.13

2.132.132.132.13

2.132.132.13

2.132.13

2.132.132.132.13

2.132.132.13

2.13

2.13A2.13A2.13A2.13A

2.13A2.13A

2.13A2.13A2.13A2.13A2.13A2.13A

2.10F

2.10B

2.09

2.13E2.13E2.13E2.13E

2.10B

2.10M 2.13E

2.10B

2.10C

2.13F2.13F2.13F

2.13F

2.132.13

2.13D2.13D 2.13D

2.13D

2.10A

2.13D

2.17

2.10H

2.08

2.10I 2.10J

26.02

2.01

2.13F

2.10B

2.10M

2.10C

2.10M

2.07

2.05

2.20

2.14A

2.13D

2.10B

2.10C

2.10M 2.10M

2.10C

2.10M

2.10C2.10C

2.13B2.13B

2.14 2.14

2.14

2.10H

2.12

2.10

2.10K

2.10K2.10K

2.10K2.10K2.10K

2.10K2.10K

2.112.112.11

2.102.10 2.102.10

2.10L

2.10C

2.07

2.04

2.14A

2.09

2.10N

6TH FLOOR & PENTHOUSE

KEY PLAN

2 3 4 5 6

1 2 3 4 5 6

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STEET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

440 REGENCY PARKWAY, SUITE 135

OMAHA, NEBRASKA 68114

402.981.5527

8822 S. RIDGELINE BLVD., SUITE 310

HIGHLANDS RANCH, COLORADO 80129

303.730.0434

AD102

DEMOLITION ROOF PLAN - 6TH FLOOR

& PENTHOUSE

REPLACE BUILDING 1 ROOFS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-13-2023

589A4-23-102

BID DOCUMENTS

IEPJHK

1/8" = 1'-0" D3

DEMOLITION ROOF PLAN - 6TH FLOOR

0' 4'-0" 8'-0" 16'-0"

1/8" = 1'-0" C2

DEMOLITION ROOF PLAN - PENTHOUSE

0' 4'-0" 8'-0" 16'-0"

KEYNOTES

KEY VALUE KEYNOTE TEXT

2.01 REMOVE EXISTING MECH. LOUVER. PREP TO RECEIVE NEW REPLACEMENT.

2.04 REMOVE PORTION OF WALL FOR NEW OVERFLOW SCUPPER.

2.05 REMOVE EXIST. GRAVEL STOP FLASHING, PREP TO RECEIVE NEW ROOF EDGE

ASSEMBLY, TYP.

2.07 DEMO EXISTING WALL FLASHING/TERMINATION BAR, PREP TO RECEIVE NEW, TYP.

2.08 PREP FOR INSTALL OF CAST STONE GRILLES (PROVIDED BY OWNER) TO MATCH

ADJACENT FINISHES.

2.09 DEMO EXISTING ROOFING MEMBRANE, FLASHING, AND INSULATION TO CONCRETE

DECKING. PREP EXISTING DECK FOR NEW ROOF ASSEMBLY.

2.10 TEMPORARY REMOVE EQUIPMENT TO BE PUT BACK THEN DEMO CURB FLASHING,

SEE MECH.

2.10A DEMO EXISTING ROOF CURB, FLASHING, & INFILL CONCRETE DECK.

2.10B DEMO EXISTING MEMBRANE & FLASHING FOR 4" PIPE, PREP FOR NEW MEMBRANE &

PRE-MOLDED PIPE SEAL.

2.10C DEMO EXISTING MEMBRANE & FLASHING FOR CONDUIT PIPE, PREP FOR NEW

MEMBRANE & PRE-MOLDED PIPE SEAL.

2.10F DEMO EXISTING CAPPED VENT PIPE & INFILL CONCRETE DECK.

2.10H DEMO EXISTING MEMBRANE & FLASHING FOR AHU CURBS, PREP FOR NEW

MEMBRANE & FLASHING.

2.10I REMOVE ROOFTOP STAIR SUPPORT WOODEN CURB.

2.10J TEMPORARY REMOVE CONDENSING UNIT TO BE PUT BACK AND REMOVE ROOFTOP

WOODEN CURB.

2.10K REMOVE EXISTING EQUIP. SUPPORT RAIL & FLASHING.

2.10L DEMO EXISTING MEMBRANE & FLASHING FOR MECH. PIPE, PREP FOR NEW

MEMBRANE & PRE-MOLDED PIPE SEAL.

2.10M DEMO EXISTING MEMBRANE & FLASHING FOR LIGHTNING PROTECTION POST, PREP

FOR NEW MEMBRANE & FLASHING.

2.10N REMOVE EXTERIOR SHEATHING FROM ROOFTOP PENTHOUSE. TRIM SHEATHING TO

ACCOMODATE NEW CURB HEIGHT.

2.11 REMOVE EXISTING ROOF DRAIN & EXTEND PIPING AS REQUIRED FOR NEW ROOF

THICKNESS. SEE MECH. FOR PIPE EXTENTION DETAILS.

2.12 REMOVE EXISTING ROOF ACCESS HATCH. PREP TO RECEIVE NEW.

2.13 DEMO EXISTING MEMBRANE & FLASHING FOR SUPPORT POST, PREP FOR NEW

MEMBRANE.

2.13A REMOVE ROOFTOP DUCT/PIPE SUPPORT POSTS.

2.13B DEMO EXISTING ROOF MEMBRANE & FLASHING FOR TIE POST, PREP FOR NEW

MEMBRANE.

2.13D NON-PERMANENT ANTENNAS & BASE TO REMAIN IN SERVICE FOR DURATION OF

PROJECT. BASE TO BE PLACED ON WALKING PADS TO PROTECT NEW ROOFING

MEMBRANE. THE COAX CABLES FOR THESE CAN NOT HAVE A HARD BEND OR IT WILL

BREAK THE CABLE. VA REPRESENTATIVE (& CONTRACTOR) TO TEST OPERATE ALL

RADIO ANTENNAS ON ROOF BEFORE AND AFTER INSTALL TO VERIFY OPERATIONAL

STATUS. 2 DAYS NOTICE IS REQUIRED BY COR PRIOR TO STARTING WORK TO

ARRANGE TESTING AND A MEMBER OF BIOMED WILL BE ON SITE AS THEY ARE

MOVED.

2.13E DEMO EXISTING ROOF SUPPORT POST.

2.13F TEMPORARY REMOVE ROOFTOP SUPPORT BLOCK.

2.14 MODIFY EXIST. WALL MOUNTED ANTENNA POST TO REMAIN ABOVE NEW ROOF.

2.14A MODIFY EXIST. WALL MOUNTED ELECTRICAL CONDUIT / WIRING TO REMAIN ABOVE

NEW ROOF, TYP.

2.16 DEMO EXISTING STEEL BAR & CURB

2.17 MODIFY STAIR'S FIRST RISER/TREAD TO WORK WITH NEW ROOF THICKNESS.

2.20 DRILL HOLE FOR NEW ROOF OVERFLOW DRAIN TO BE CONNECTED TO THE EXISTING

MAIN DRAIN LINE, REF. PLUMBING

26.02 EXISTING ELECTRICAL JUNCTION BOX TO BE ATTACHED TO NEW SUPPORT RAILS,

REF. DETAIL D1/AE501.

CONTRACTOR TO COORDINATE ALL

EQUIPMENT DOWNTIME WITH VA PERSONNEL

PRIOR TO TAKING ANY EQUIPMENT OUT OF

SERVICE. MAXIMUM ALLOWED OUT OF

SERVICE TIME PERIOD TO BE 48 HOURS OR ON

A WEEKEND OR OTHER NON-WORKING DAY.

GENERAL DEMOLITION NOTES

A. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING. THE

CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY CONDITIONS THAT

DIFFER FROM THE INFORMATION INDICATED IN THE DRAWINGS.

B. PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY

DAMAGED AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION.

C. VERIFY EXTENT OF DEMOLITION WORK WITH INFORMATION SHOWN IN THE DRAWINGS AND

WORK THAT IS NOT SHOWN AND MAY BE REQUIRED TO COMPLETE THE INTENDED WORK.

D. ALL WORK SHALL COMPLY WITH REQUIRED LOCAL CODES. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL WORK ASSOCIATED WITH

THIS CONTRACT.

E. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH

SURROUNDING EXISTING FINISHES NOT DISTURBED.

F. TYPES OF FLOOR, WALL, AND CEILING FINISHES INDICATED FOR REMOVAL BY DEMOLITION

NOTES ARE FOR GENERAL INFORMATION ONLY FROM INFORMATION OBTAINED FROM

EXISTING PLANS AND OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY MATERIAL TYPES

ONSITE PRIOR TO BID AND INCLUDE NECESSARY WORK IN HIS BID.

G. ALL APPLIANCES, FURNITURE, AND EQUIPMENT TO REMAIN THE PROPERTY OF THE

OWNER - CONTRACTOR TO COORDINATE REMOVAL, RELOCATION AND STORAGE OF

EQUIPMENT FROM DEMO AREAS WITH OWNER.

H. MISCELLANEOUS FLOOR PENETRATIONS AND DEMO FOR NEW MECHANICAL AND

ELECTRICAL WORK SHALL BE COORDINATED FROM ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL PLANS.

I. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DEMO PLANS FOR DEMOLITION,

SALVAGE AND RE-USE OF EXISTING ITEMS.

J. ALL NON-USED PENETRATIONS IN EXISTING SLABS TO RECEIVE INFILL PRIOR TO RE-

ROOFING PER STRUCTURAL DETAILS ON S-501.

K. ELEMENTS INDICATED WITH A DASHED LINE ARE TO BE DEMOLISHED AND DISPOSED OF AS

A PART OF THIS PROJECT, UNLESS NOTED OTHERWISE.

L. IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED WITH

MINIMAL DISRUPTION TO OPERATIONS. IF REQUIRED, THE OWNER RESERVES THE RIGHT TO

TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS SHOULD THE

OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE OF THE

OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.

M. CONTRACTOR SHALL REMOVE AND DISPOSE OF IN A LEGAL MANNER ALL MATERIAL NOT

SCHEDULED FOR REUSE UNDER THIS PROJECT .

N. IN ALL WALLS AND CEILINGS THAT ARE TO BE REMOVED THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING ELECTRICAL, PLUMBING,

GAS LINES AND MECHANICAL DUCTWORK THAT ARE NOT SCHEDULED FOR REUSE BACK TO

MAIN OR JUNCTION BOX. CONTRACTOR SHALL REROUTE AND CONTINUE ANY SYSTEM THAT

MUST BE RETAINED FOR NEW CONSTRUCTION. CONTRACTOR SHALL REROUTE AND KEEP

OPERATIONAL ALL SYSTEMS SERVING SPACES IN THE SURROUNDING AREAS TO THE

PROJECT.

O. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT ARE TO BE REMOVED SHALL BE

DISCONNECTED AT SOURCE AND REMOVED BACK TO PANEL.

P. ALL PIPING GAS, WATER SUPPLY, VENT, DRAIN LINES, ETC. SUPPLYING EQUIPMENT THAT

ARE TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING

OR BELOW FLOOR. CONTRACTOR SHALL REROUTE AS NECESSARY, TO BE BEHIND NEW

CONSTRUCTION. PATCH FLOOR BACK PRIOR TO TOPPING.

Q. ALL DECK PENETRATIONS NEED TO BE PROPERLY FILLED TO PREVENT IMPERFECTIONS.

R. RETURN ALL SIGNAGE AFFECTED BY CONSTRUCTION TO OWNER.

S. SECURITY CAMERAS TO BE FUNCTIONAL AT ALL TIME DURING…

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File details come from the government source that posted it. Updated Aug 2, 2023.