B01 Attachment J01 IHS BFSU Project A CT - Issued for BD - Drawings.pdf

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Kalamazoo, MI 49007

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ARCHITECTURE + ENGINEERING

SEVEN

GENERATIONS

THE REPRODUCTION, COPYING OR OTHER USE OF THIS

DRAWING WITHOUT WRITTEN AUTHORIZATION IS PROHIBITED.

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SHEET NO.

SHEET TITLE

JOB NUMBER:

ISSUE DATES:

KEYPLAN

NORTH

LOCATION MAP

PROJECT TEAM DRAWING SHEET INDEXPROJECT INFORMATION

BUILDING OCCUPANCY:

CONSTRUCTION TYPE:

BUILDING HEIGHT:

BUILDING AREA SQUARE FOOTAGE:

FIRST FLOOR:

BID DOCUMENTS

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G001.1

COVER SHEET - BP 01

IHS BLACKFEET SERVICE UNIT

SEVEN GENERATIONS A+E

600 E. MICHIGAN AVENUE, Ste B

KALAMAZOO, MI 49007

PHONE: 269.927.0144

WEB: 7GENAE.COM

760 BLACKWEASEL ROAD

BROWNING, MONTANA, 59417

STEELHEAD ENGINEERING

NEHIL-SIVAK STRUCTURAL ENGINEERS

414 S BURDICK STREET, STE 300

KALAMAZOO, MI 49007

269.383.3111

WEB: NEHILSIVAK.COM

ENGINEERING

STRUCTURAL

259 E. MICHIGAN AVENUE, Ste 407

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PHONE: 269.585.2255

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IHS BLACKFEET SERVICE UNIT

IHS BFSU MULTIPLE PROJECT DESIGN

BROWNING, MONTANA

BROWNING, MONTANA

ARCHITECTURE:

II

15'-4"

B, I-2

BID DOCUMENTS02/16/24

EXISTING:

ADDITION:

RENOVATION:

107,718 SF

0 SF

BP1

PROJECT A

SHEET DESCRIPTION

GENERAL

G001.1 COVER SHEET - BP 01

G002.1 GENERAL INFORMATION & SYMBOL LEGEND

STRUCTURAL

S700.1 DETAILS

GENERAL

G201.1 FIRST FLOOR CODE COMPLIANCE PLAN

GC101.1 FIRST FLOOR INFECTION CONTROL PLAN

ARCHITECTURAL

AD101.1 FIRST FLOOR DEMOLITION PLAN

A001.1 WALL TYPES

A101.1 FIRST FLOOR PLAN

A121.1 FIRST FLOOR REFLECTED CEILING PLAN

A420.1 INTERIOR ELEVATIONS AND DOOR SCHEDULE

A520.1 CASEWORK DETAILS

A701.1 FIRST FLOOR FINISH PLAN

A801.1 FIRST FLOOR SIGNAGE PLAN

FIRE PROTECTION

FP001.1 FIRE PROTECTION GENERAL

FP101.1 FIRE PROTECTION PLAN

PLUMBING

P001.1 PLUMBING GENERAL INFO & SYMBOL LEGEND

PD101.1 FIRST FLOOR PLUMBING DEMOLITION PLAN

P101.1 FIRST FLOOR SANITARY AND VENT PLAN

P201.1 FIRST FLOOR DOMESTIC WATER AND GAS PLAN

P500.1 PLUMBING DETAILS AND SCHEDULES

MECHANICAL

M001.1 MECHANICAL GENERAL INFO & SYMBOL LEGEND

MD101.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD201.1 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN

M101.1 FIRST FLOOR MECHANICAL PLAN

M201.1 FIRST FLOOR MECHANICAL PIPING PLAN

M301.1 MECHANICAL REFLECTED CEILING PLANS

M500.1 MECHANICAL DETAILS

M600.1 MECHANICAL SCHEDULES

ELECTRICAL

E001.1 ELECTRICAL GENERAL INFO & SYMBOL LEGEND

ED001.1 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E101.1 FIRST FLOOR LIGHTING PLAN

E201.1 FIRST FLOOR POWER PLAN

E500.1 ELECTRICAL DETAILS

E600.1 ELECTRICAL SCHEDULES

932 SF

A300

A320

ARCHITECTURAL SYMBOLS & PLAN INDICATORSBARRIER-FREE DESIGN INFORMATION

ROOMNAME

XXX

A

A

A

A

8'-0"

TOP OF STEEL

ELEV. 10'-0"

A200

TITLE

SCALE X" = 1'-0"

OBSTRUCTED APPROACH

UNOBSTRUCTED APPROACH

ELEVATION INDICATION

SHEET NO.

ELEVATION NUMBER

SECTION INDICATOR

ENLARGED PLAN OR

ELEVATION

PROPOSED SPOT

EXISTING SPOT

ELEVATION

100.57'

100.57'

STRUCTURAL SPAN

ROOF TRUSSES

FLOOR JOIST OR

RAMP

@ 16" O.C.

2 x 12

1" per 12"

SLOPE UP

REVISION TAG W/

REVISION NUMBER

KEYNOTE TAG

WINDOW TAG W/

WINDOW TYPE

INDICATOR

WALL SECTION CUT

COLUMN LINE

WALL TYPES

ELEVATION

BUILDING SECTION CUT

SHEET LOCATION

DETAIL NUMBER

TYPICAL

DIMENSIONING

SET-BACK LINE

PROPERTY LINE

EXISTING

CONTOUR

TOPOGRAPHY

CONTOUR

100'

100'

TOPOGRAPHY

PROPOSED

SECTIONS & DETAILS

TYPICAL TITLE FOR

DOOR NUMBER

DOOR TAG W/

ROOM NUMBER

ROOM NAME/

NORTH ARROW

60" DIAMETER CLEAR

WHEELCHAIR TURNING

SPACE - REFER TO PLAN

- REFER TO PLAN

AND GROUND SPACE

30" x 48" CLEAR FLOOR

CEILING HEIGHT TAG

GENERAL NOTES:

ACCESSIBLE CONTROLS, OPERATING

MECHANISMS & HARDWARE SHALL COMPLY

WITH SECTIONS 1109.13 OF THE IBC AND

SECTION 309 OF ICC/ANSI A117.1.

ACCESSIBLE SIGNAGE FURNISHED BY OWNER,

SHALL COMPLY WITH SECTIONS 1110 OF THE

MBC AND SECTION 703 OF ICC/ANSI A117.1.

PORTABLE FIRE EXTINGUISHERS TO BE

PROVIDED IN ACCORDANCE WITH THE 2000

ICC INTERNATIONAL FIRE CODE. IBC (906.1).

REFER TO FLOOR PLAN SHEETS FOR

LOCATIONS OF FIRE EXTINGUISHER CABINETS

(FEC)

4'-4"

MOUNTING HEIGHT GENERAL NOTES:

1. REFER TO SHEET A101.1 FOR EQUIPMENT

ABBREVIATIONS AND LOCATIONS.

2. REFER TO INTERIOR ELEVATIONS FOR

ADDITIONAL INFORMATION.

3. ITEMS ON THIS SHEET ARE NOT NECESSARILY

INCLUDED IN THIS PROJECT.

4. CONTRACTOR TO VERIFY ALL EQUIPMENT

MOUNTING HEIGHTS WITH OWNER/AE

PRIOR TO INSTALLATION.

5. REFER TO MECHANICAL/ELECTRICAL

DRAWINGS FOR DEVICE MOUNTING

HEIGHTS.

XXXNORTH

SIDE FRONT

M

A X

M

A X

20" - 25"

M

A X

FRONT

M

A X

20" MAX

SIDE

SIDE FRONT

M

IN

M

A X

M

IN

M

A X

A420

A320

M

A X

M

A X

10" MAX 10"-24" MAX

ABBREVIATIONS

TYP. CODE REGULATED MOUNTING HEIGHTS

SCALE: NONE

TYP. EQUIPMENT MOUNTING HEIGHTS

SCALE: NONE

RECEPTACLE

LIGHT

SWITCH

HVAC

CONTROLS

FIRE

ALARM

FEC

LESS THAN 40#

FEC

GREATER THAN 40#

TEL

PUSH PAD

RH/CH

GBX

SH1

CL

OT

SPH

CRK SND

PT

SD

HS

XR COM4 MR

CRBG

WP

TP SNR

TV

M A

X

M

IN

" 5

M

A X

@ AT

A/C AIR CONDITIONING/AIR CONDITIONER

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING

AD AREA DRAIN, AUTOMATIC DAMPER

ADJ ADJUST, ADJUSTABLE

ALUM ALUMINUM

AP ACCESS PANEL

AR1 APRON RACK

B BASE

BAR BARRIER

BD BOARD

BF BARRIER FREE

BKT BRACKET

BLDG BUILDING

BLKG BLOCKING

BOTT BOTTOM

BW BLANKET WARMER

C TO C CENTER TO CENTER

CAB CABINET

CB CODE BLUE CALL BUTTON

CE COLUMN ENCLOSURE

CG1 CORNER GUARD

CH1 TASK CHAIR

CIR CIRCLE

CIR CIRCUIT

CL CENTER LINE, CLEARANCES

CL1 BARIATRIC PATIENT CEILING LIFT

CLK1 CLOCK

CLG CEILING

CJ CONTROL JOINT

CLKG CAULKING

CLO CLOSET

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CSS CLINICAL SERVICE SINK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

DE1 OPTIMA DESK

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA, D DIAMETER

DIM DIMENSION

DN DOWN

DR DRAIN

DS DOWNSPOUT

ELECT ELECTRICAL

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EP ELECTRICAL PANEL

EXH EXHAUST

EXP EXPOSED

EXIST EXISTING, EXSIST'G

EXT EXTERIOR

EW EACH WAY

FA FIRE ALARM

FD FIRE DAMPER OR FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FL, FLR FLOOR FINISH

FLG, FLRG FLOORING, FLOOR'G

FURN FURNITURE, FURNACE

FWC FABRIC WALL COVERING

FT FEET, FOOT

GALV GALVANIZE(D)

GL GLASS

GLB1 GLOVE BOX

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALLBOARD

GYP. BD GYPSUM BOARD

HS1 HAND SANITIZER

ID INSIDE DIAMETER

INSUL INSULATION

IN INCH(ES)

ILSM INTERMITTENT LIFE SAFETY MEASURES

ICRA INFECTION CONTROL RISK ASSESSMENT

JAN JANITOR'S CLOSET

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HW HEADWALL

LAM LAMINATED

LF LINEAL FEET

LKR LOCKER

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MDC1 MAIN DISCONNECT CONTROL

MECH MECHANICAL

MANUF MANUFACTURED, MANUFACTURER

MIN MINIMUM

MIR MIRROR

MLD'G MOLDING

MTL METAL

N NORTH

NAT NATURAL

NIC NOT IN CONTRACT

NORM NORMAL

NTS NOT TO SCALE

O.C. ON CENTER

OPN'G OPENING

O, O2 OXYGEN

PB1 PATIENT TRANSFER BOARD

PDU1 POWER DISTRIBUTION UNIT

PLAST PLASTIC

PLYWD PLYWOOD, PLYW'D

PNT PAINT

PP BARRIER FREE PUSH PLATE

PREFAB PREFABRICATED

PTD1 PAPER TOWEL DISPENSER

R RADIUS

RA RETURN AIR

REQ'D REQUIRED

RH1 ROBE HOOK

RM ROOM

S SINK, SOUTH, SHINGLE

SA SUPPLY AIR

SAN SANITARY

SD1 SOAP DISPENSER

SMKD SMOKE DAMPER

SECT SECTION

SH1 SHARPS CONTAINER

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS SERVICE SINK, STAINLESS STEEL

ST1 STRETCHER

STD STANDARD

STOR STORAGE

SUSP SUSPEND(ED)

SYM SYMBOL, SYMMETRICAL

TOIL TOILET

TYP TYPICAL

UNFIN UNFINISHED

UTIL UTILITY

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

V.I.F. VERIFY IN FIELD

VT VINYL TILE

VWC VINYL WALL COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WNDW WINDOW

W. HTR WATER HEATER

W/O WITHOUT

WP WALL PROTECTION

IF

B A

R R

IE

R

F R

E E

600 E. Michigan Ave., Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

ARCHITECTURE + ENGINEERING

SEVEN

GENERATIONS

THE REPRODUCTION, COPYING OR OTHER USE OF THIS

DRAWING WITHOUT WRITTEN AUTHORIZATION IS PROHIBITED.

c SEVEN GENERATIONS ARCHITECTURE & ENGINEERING, LLC

SHEET NO.

SHEET TITLE

JOB NUMBER:

ISSUE DATES:

KEYPLAN

BID DOCUMENTS

222112

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G002.1

GENERAL INFORMATION

& SYMBOL LEGEND

BID DOCUMENTS02/16/24

PROJECT A

FRAMING SECTION

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

S700.1 DA11

S700.1

4"

EXISTING METAL

DECK

2" DIA. ALL

THREAD ROD

L21 2"x21

2"x1 4"

BRACE, SEE DETAIL 9/S700.1

FOR TOP CONNECTION

EXISTING CEILING

PLATE BY

SKYTRON

EXISTING STEEL JOIST

4'-0"

V.I.F

S700.1

FIE

LD

V

ER

IFY

6.31"

C4x5.4

TYP

3/16" 2"

STIFFENER PLATE

NOTE: VERIFY ALL

DIMENSIONS WITH SKYTRON

EXISTING

GYPSUM

BOARD

STIFFENER PLATE DETAIL

SCALE: 1-1/2" = 1'-0"

S700.1 DA4

STIFFENER

PLATE

10"

6.

6.31"

2" DIAMETER ALL THREAD

ROD WITH NUT TOP AND

BOTTOM OF PLATES, TYP

2"x21

2"x1 4"

ANGLE SWAY

BRACING 90°

APART - 4 EACH 5"x5" CUT OUT

NOTE: VERIFY ALL

DIMENSIONS WITH SKYTRON

CONNECTION DETAIL

S700.1 DA3

2" DIAMETER

ALL THREAD

ROD

MC6x12

PL 14"x1'-0"x1'-81 2"

TYP

3/16" 3"

MC6x12

1"

6.31"

BRACE TOP CONNECTION

SCALE: 3" = 1'-0"

S700.1 DA1

EXISTING JOIST

L21

2x21 2x1

4 BRACE

1/8" 1-1/2"

BRACING PLAN

SCALE: 1/2" = 1'-0"

S700.1 DA2

EX

IST

IN

G

JO

IST

EX

IST

IN

G

JO

IST

45°±15°

S700.1

TYP

SLOPED

L21

2x21 2x1

BRACE, TYP

4'-0" V.I.F.

NOTE: C4 CHANNELS NOT

SHOWN FOR CLARITY

STIFFENER PLATE

S700.1 DA101

HSS 2 12" x 2 12" x 14"

3/16" 2"

2"

MC 6x12

3/16"

16" THICK MOUNTING

PLATE. COORDINATE

SIZE AND BOLT HOLES

WITH LIFT SUPPLIER

VERIFY WITH

BARIATRIC LIFT SUPPLIER

PL 14" x 4" x 4"

L2 12" x 2 12" BRACE

UP TO MC6, SEE

DETAIL 3/S700.1

TOP &

BOTTOM

L2 12" x 2 12" BRACE UP TO EXISTING

JOIST OR NEW CHANNEL, SKEW

HORIZONTALLY AS REQUIRED,

SEE DETAIL 9/S700.1

3/16" 2"

EXISTING JOIST

P1

CEILING MOUNTED

INJECTOR

P1 P1 P1 P1P1

RAIL BY

BARIATRIC

LIFT SUPPLIER

RAIL BY

BARIATRIC

LIFT SUPPLIER

NORTH

CT SCAN ROOM LIFT SUPPORT FRAMING PLAN

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

NOTES

1. P1 INDICATES HSS 21

2"x21

2"x1

4" HANGER

SUPPORT.

2. CONTRACTOR TO FIELD VERIFY

LOCATIONS OF EXISTING ROOF

JOISTS.

3. CONTRACTOR TO VERIFY LOCATIONS

OF P1 SUPPORTS WITH BARIATRIC LIFT

SUPPLIER.

4. B REPRESENTS BRACE, SEE INDIVIDUAL

DETAILS FOR SIZE.

5. BRACING FOR CEILING MOUNTED

INJECTOR, SEE DETAIL 5/S700.1.

6. PROVIDE COLD-FORMED HEADER

AND JAMB STUDS FOR NEW WALL

OPENING. SEE ARCH DRAWINGS FOR

OPENING AND LOADING. SEE

SPECIFICATIONS FOR MORE

INFORMATION.

B

EX

IS

TIN

G

B

EA

M

EXISTING JOIST

EXISTING JOIST

EXISTING JOIST

B B

B

B

M C

6X

M C

6X

M C

6X

M C

6X

M C

6X

2' -3

4'

-0

4' -0

4'

-0

COLD-FORMED

HEADER, SEE NOTE 6

S700.1

TYP6

S700.1

M C

6X

M C

6X 12 B

B

B B

B

MC6X12

B

S700.1

TYP

B

B

S700.1

TYP

S700.1 DA106

3/16" 2"

MC 6x12

L2 12" x 2 12" BRACE

S700.1 DA102

MC6 x 12 1/8" 1 1/2"

EXISTING JOIST

EXISTING ROOF

S700.1 DA108

3/16" 2"

MC 6x12

L2 12 x 2 12 BRACE

0 2' 4' 8'

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ARCHITECTURE + ENGINEERING

SEVEN

GENERATIONS

THE REPRODUCTION, COPYING OR OTHER USE OF THIS

DRAWING WITHOUT WRITTEN AUTHORIZATION IS PROHIBITED.

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SHEET NO.

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JOB NUMBER:

ISSUE DATES:

KEYPLAN

100% CONSTRUCTION DOCUMENTS

222112

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PROJECT A

02-13-2024 100% BID DOCUMENTS

02-13-2024

414 S Burdick Street - Suite 300 Kalamazoo MI 49007

269/383.3111 - nehilsivak.com

S700.1

DETAILS

CODE COMPLIANCE LEGEND

1-HOUR FIRE RATED PARTITION - UL DES U419

2-HOUR FIRE RATED BARRIER - UL DES U419

SMOKE BARRIER - NFPA 101 - 8.3

ROOM NAME

XXX SF

ROOM NAME

ROOM NUMBER

ROOM AREA

CODE ROOM TAG INFORMATION

PATH OF EGRESS

EXIT

OCCUPANT LOAD PER EXIT

OCCUPANT LOAD

EGRESS CORRIDOR

ROOM OCCUPANT LOADXX

AREA NOT IN SCOPE

1/2 HOUR FIRE RESISTIVE WALL

519 SF

CT SCAN

92 SF

SECURITY

58 SF

1556B

CHANGING

83 SF

1556A

CONTROL ROOM

114 SF

FAMILY CONSULT

AREA NOT IN SCOPE

CODES & REGULATIONS

AUTHORITY

HAVING

JURISDICTION

CODES AND REGULATIONS

• INTERNATIONAL BUILDING CODE - 2021 EDITION

• NFPA 10, STANDARD FOR THE PORTABLE FIRE

EXTINGUISHERS - 2022 EDITION

• NFPA 13, STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS - 2022 EDITION

• NFPA 70, NATIONAL ELECTRIC CODE - 2020

EDITION

• NFPA 72, NATIONAL FIRE ALARM CODE - 2022

EDITION

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER

OPENING PROTECTIVES - 2022 EDITION

• NFPA 101, LIFE SAFETY CODE - 2021 EDITION

• NFPA 90A, STANDARD FOR THE INSTALLATION OF

AIR-CONDITIONING AND VENTILATING SYSTEMS -

2021 EDITION

• NFPA 99, HEALTH CARE FACILITIES CODE - 2021

EDITION

• NFPA 220, STANDARD ON TYPES OF BUILDING

CONSTRUCTION - 2021 EDITION

GENERAL BUILDING LIMITATIONS

CODE/REGULATED

ITEM

IBC

OCCUPANCY

CONSTRUCTION

TYPE

AUTOMATIC FIRE

SPRINKLER

NFPA 101

I-2, B

II

YES YES

ACTUAL

BUILDING HEIGHT

15' 4" EXISTING NO CHANGE

1 STORY NO CHANGESTORIES

DEAD END

CORRIDOR

COMMON PATH

OF TRAVEL

100' 18.2.5.3

EXISTING

HEALTHCARE, BUSINESS

LIFE SAFETY CODE ANALYSIS

GENERAL PROJECT DESCRIPTION

1. THE PROJECT SCOPE CONSISTS OF UPGRADING CURRENT

ROOM FINISHES AND EQUIPMENT

INTERNATIONAL BUILDING CODE - 2021

OCCUPANCY CLASSIFICATION

1. EXISTING HEALTHCARE AREA, EXISTING BUSINESS

ALLOWABLE HEIGHT

1. TABULAR HEIGHT - UNLIMITED [TABLE 504.3]

2. TABULAR NUMBER OF STORIES - UNLIMITED [TABLE 504.4]

ALLOWABLE AREA

1. TABULAR AREA - UNLIMITED [TABLE 506.2]

STRUCTURAL FIRE RESISTIVE

RATING OF BUILDING ELEMENTS

1. REQUIRED FIRE RESISTANCE RATINGS STRUCTURAL

ELEMENTS BASED ON

IBC TYPE IA CONSTRUCTION [TABLE 601 & TABLE 602]

STRUCTURAL ELEMENT FIRE RESISTANCE

RATING (HOURS)

BEARING WALLS EXTERIOR 3

INTERIOR 3

FIRE BARRIERS EXIT STAIRWAYS CONNECTING

FEWER THAN FOUR STORIES

EXIT STAIRWAYS CONNECTING

FOUR OR MORE STORIES

SHAFTS (OTHER THAN EXITS) AND

ELEVATOR HOISTWAY

NON-LOAD

BEARING

WALLS

EXTERIOR ( < 30 FT. SEPARATION) 1

0 ( ≥ 30 FT. SEPARATION)

INTERIOR 0

PRIMARY STRUCTURAL MEMBERS 3

FLOOR CONSTRUCTION (INCLUDING BEAMS) 2

ROOF

CONSTRUCTION

(INCLUDING BEAMS,

TRUSSES, ARCHES

AND ROOF DECK)

LESS THAN 20 FT. IN HEIGHT

TO LOWEST MEMBER

1-1/2

20 FT. OR MORE IN HEIGHT

TO LOWEST MEMBER

a, b c c a

NOT LESS THAN THE FIRE SEPARATION DISTANCE (IBC TABLE 602)

b

NOT LESS THAN FIRE RESISTANCE RATING OF THE WALL SUPPORTED

c

RATING MAY BE REDUCED BY 1-HOUR IF SUPPORTING ROOF ONLY

NFPA 101, LIFE SAFETY CODE - 2021

OCCUPANT USE LOAD FACTORS [TABLE 7.3.1.2]

1. ASSEMBLY USE (LESS CONCENTRATED): 15 SF/PERSON

2. BUSINESS USE: 100 SF/PERSON

3. BUSINESS USE (CONCENTRATED): 50 SF/PERSON

TRAVEL DISTANCE WITH AUTOMATIC

FIRE SPRINKLER PROTECTION

1. MAXIMUM TRAVEL DISTANCE

1.1. NEW BUSINESS: 300 FT. [§38.2.6.3]

1.2. EXISTING BUSINESS: 300 FT. [§39.2.6.3]

2. MAXIMUM COMMON PATH OF TRAVEL

2.1. NEW BUSINESS: 100 FT. [§38.2.5.3.1]

2.2. EXISTING BUSINESS: 100 FT. [§39.2.5.3.1]

3. MAXIMUM DEAD END CORRIDOR DISTANCE

3.1. NEW BUSINESS: 50 FT. [§38.2.5.2.1]

3.2. EXISTING BUSINESS: 50 FT. [§39.2.5.2.1]

OCCUPANCY SEPARATION

1. SEPARATED OCCUPANCY (BUSINESS AND HEALTHCARE)

1.1. EACH PART OF THE BUILDING COMPRISING OF A DISTINCT

OCCUPANCY SHALL BE COMPLETELY SEPARATED FROM OTHER

OCCUPANCIES BY FIRE-RESISTIVE CONSTRUCTION [§6.1.14.4.1]

HAZARDOUS AREA PROTECTION

1. PROTECTION FROM ANY AREA HAVING A DEGREE OF HAZARD

GREATER THAN THAT NORMAL TO THE GENERAL OCCUPANCY OF THE

BUILDING OR STRUCTURE SHALL BE PROVIDED BY ONE OF THE

FOLLOWING MEANS [§8.7.1.1]

1.1. 1-HOUR FIRE BARRIER

1.2. AUTOMATIC SPRINKLER SYSTEM

1.3. APPLYING BOTH WHEN HAZARD IS SEVERE

2. IN NEW CONSTRUCTION, WHERE PROTECTION IS PROVIDED WITH

AUTOMATIC SPRINKLERS WITHOUT FIRE-RESISTIVE SEPARATION, THE

SPACE SHALL BE ENCLOSED WITH SMOKE PARTITIONS [§8.7.1.2]

3. SMOKE PARTITION - CONTINUOUS MEMBRANE THAT IS DESIGNED TO

FORM A BARRIER TO LIMIT THE TRANSFER OF SMOKE. IT IS NOT

REQUIRED TO HAVE A FIRE RESISTANCE RATING [§3.3.256]

4. NO SEVERE HAZARDS ARE ANTICIPATED WITHIN THE SCOPE OF THE

PROJECT

FIRE RESISTANCE RATED SEPARATION

1. CORRIDOR WALL

1.1. 0-HOUR [ §38.3.6.1, §39.3.6.1]

2. HAZARDOUS AREA (GENERAL STORAGE, BOILER, FURNACE ROOM)

2.1. NEW BUSINESS: SMOKE PARTITION [§38.3.2.1, §8.7.1.2]

2.2. EXISTING BUSINESS: 0-HOUR [ §39.3.2.1, §8.7.1.2]

3. HIGH HAZARD CONTENTS

3.1. 1-HOUR [§38.3.2.1, §39.3.2.1, §8.7.1.1]

OPENING PROTECTIVE

1. BARRIER WALLS - 1-HOUR

1.1. 3/4-HOUR [TABLE 8.3.4.2]

2. BARRIER WALLS - 2-HOUR

2.1. 1 1/2-HOUR [TABLE 8.3.4.2]

3. SMOKE PARTITIONS - 1/2-HOUR

3.1. 1/3-HOUR [TABLE 8.3.4.2]

REQUIRED FIRE RESISTANCE RATING

1. ENCLOSURES CONNECTING ≥ 4 STORIES

1.1. 2-HOUR

2. OTHER ENCLOSURES

1.2. 1-HOUR

INTERIOR FINISH WITH AUTOMATIC

SPRINKLER PROTECTION

1. EXIT ACCESS CORRIDORS AND OTHER EXIT WAYS

1.1. EXISTING HEALTHCARE: CLASS A or B [§19.3.3.2]

1.2. EXISTING BUSINESS: CLASS C [§39.3.3.2.1]

2. ROOMS AND ENCLOSED SPACES

2.1. EXISTING HEALTHCARE:

2.2. EXISTING BUSINESS: CLASS C [§39.3.3.2.2]

3. FLOOR FINISH

3.1. EXISTING HEALTHCARE: CLASS II [§38.3.3.3.2]

3.2. EXISTING BUSINESS: CLASS II [§39.3.3.3.2]

FIRE AND SMOKE DAMPERS

1. FIRE DAMPERS

1.1. FIRE DAMPERS SHALL BE PROVIDED WHERE DUCTS PENETRATE

OR TERMINATE AT OPENINGS IN WALLS OR PARTITIONS REQUIRED

TO HAVE A FIRRESISTANCE RATING OF 2-HOURS OR MORE [NFPA

90A §5.3.1.1]

1.2. FIRE DAMPERS SHALL BE INSTALLED AT EACH DIRECT OR

DUCTED OPENING INTO AND OUT OF SHAFT ENCLOSURES [NFPA

90A §5.3.4.6]

2. SMOKE DAMPERS

2.1. SMOKE DAMPERS SHALL BE INSTALLED IN SYSTEMS WITH

CAPACITY GREATER THAN 15,000 CFM TO ISOLATE THE AIR-

HANDLING EQUIPMENT FROM THE REMAINDER OF THE SYSTEM

ON BOTH THE BUILDING SUPPLY SIDE AND THE RETURN SIDE

[NFPA 90A §4.3.10.2]

MEANS OF EGRESS COMPONENTS

1. DOORS

1.1. MINIMUM CLEAR WIDTH: 32 INCHES [§7.2.1.2.4]

1.2. SWING IN THE DIRECTION OF EGRESS WHEN SERVING AN

OCCUPANT LOAD GREATER THAN 50 OCCUPANTS [§7.2.1.4.2]

1.3. SWING IN DIRECTION OF EGRESS TRAVEL WHEN USED IN AN

EXIT ENCLOSURE OR WHERE SERVING A HIGH HAZARD

CONTENTS AREA [§7.2.1.4.2]

2. MARKING OF MEANS OF EGRESS

2.1. EXITS SHALL BE MARKED BY AN APPROVED SIGN READILY

VISIBLE FROM ANY DIRECTION OF EXIT ACCESS [§7.10.1.2.1]

2.2. SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT

ACCESS CORRIDOR IS IN EXCESS OF THE RATED VIEWING

DISTANCE OR 100 FT, WHICHEVER IS LESS, FROM THE NEAREST

SIGN [§7.10.1.5.2]

2.3. A DIRECTIONAL SIGN READING "EXIT" WITH A DIRECTIONAL

INDICATOR (CHEVRON STYLE) SHOWING THE DIRECTION OF

TRAVEL SHALL BE PLACED IN EVERY LOCATION WHERE THE

DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT

APPARENT [§7.10.2.1/7.10.3.1]

2.4. NEW SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN

AN EXIT ACCESS CORRIDOR IS IN EXCESS OF THE RATED

VIEWING DISTANCE OR 100 FT. TO THENEAREST SIGN [§

7.10.1.5.2]

3. EXIT SIGN ILLUMINATION

3.1. EVERY EXIT SIGN SHALL BE SUITABLY ILLUMINATED BY A

RELIABLE LIGHT

SOURCE. EXTERNALLY AND INTERNALLY ILLUMINATED SIGNS

SHALL BE LEGIBLE IN BOTH THE NORMAL AND EMERGENCY

LIGHTING MODE [§7.10.5.1]

3.2. THE ILLUMINATION SHALL BE FOR 90 MINUTES IN THE CASE OF

PRIMARY POWER LOSS [§7.9.2.1]

3.3. EXIT SIGNS THAT ARE EXTERNALLY ILLUMINATED SHALL HAVE

AN INTENSITY NOT LESS THAN 5 FT-CANDLES [§7.10.6.3]

4. NUMBER AND ARRANGEMENT OF MEANS OF EGRESS

4.2. OCCUPANT LOAD OF 501 - 1,000: 3 EXITS [§7.4.1.2]

4.3. OCCUPANT LOAD OF MORE THAN 1,000: 4 EXITS [§7.4.1.2]

5. ARRANGEMENT OF EXITS

5.1. WHERE TWO OR MORE EXITS ARE REQUIRED, THEY MUST BE

SPACED APART A MINIMUM OF 1/3 THE LENGTH OF THE MAXIMUM

DIAGONAL OF THE BUILDING OR AREA BEING SERVED [§7.5.1.3.3]

4.1. OCCUPANT LOAD OF 1 - 500: 2 EXITS [§7.4.1.1]

4. HEALTH CARE USE (INPATIENT TREATMENT): 240 SF/PERSON

5. HEALTH CARE USE AMBULATORY): 150 SF/PERSON

6. STORAGE, MECH. AND ELEC. AREAS: 500 SF/PERSON

30' 18.2.5.3

BUILDING AREA EXISTING BLDG

MAIN LEVEL = 90,000 S.F.

CLASS A or B [§19.3.3.2]

SEISMIC

SEISMIC RISK CATEGORY: III

0 8' 16' 32'

600 E. Michigan Ave., Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

ARCHITECTURE + ENGINEERING

SEVEN

GENERATIONS

THE REPRODUCTION, COPYING OR OTHER USE OF THIS

DRAWING WITHOUT WRITTEN AUTHORIZATION IS PROHIBITED.

c SEVEN GENERATIONS ARCHITECTURE & ENGINEERING, LLC

SHEET NO.

SHEET TITLE

JOB NUMBER:

ISSUE DATES:

KEYPLAN

BID DOCUMENTS

222112

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FIRST FLOOR CODE

COMPLIANCE PLAN

BID DOCUMENTS02/16/24

PROJECT A

NORTH

SCALE: 1/16" = 1'-0"

FIRST FLOOR CODE

COMPLIANCE PLAN

WAITING

SECURITY

1556A

CONTROL 1556

CT SCAN

ORTHO

CORRIDOR

CORRIDOR

CORRIDOR

PROVIDE SEPARATES NEGATIVE AIR

MONITORING AND MACHINES.

PHASE 2: CONTRACTOR TO ASSUME

THAT THIS RUNS CONCURRENT WITH

PHASE 1

DURING PHASE CONSTRUCTION,

DOORS SHALL BE TAPED SHUT TO

ENSURE NO PARTICULATE IS

LEAKED INTO WAITING AREA.

MODULAR TEMPORARY WALL

DURING CONSTRUCTION. BASIS OF

DESIGN EDGE GUARD/ STARC

WALL SYSTEM.

PHASE 1

THIS PHASE OF WORK TO BE OFF

HOURS AND WILL NEED TO BE

CONDENSED TO ENSURE A TIMELY

TURNOVER AS IT IS THE MAIN

CORRIDOR ACCESS FROM

EMERGENCY DEPARTMENT TO

HOSPITAL. CONTRACTOR TO

ASSUME CORRIDOR IS TURNED

OVER TO HOSPITAL FUNCTIONS

WHILE NOT IN WORK

PROVIDE SEPARATE NEGATIVE AIR

MONITORING AND MACHINES

MODULAR TEMPORARY WALL

DURING CONSTRUCTION. BASIS OF

DESIGN EDGE GUARD/ STARC

WALL SYSTEM.

5'-0"

MAINTAIN 5'0" CLEAR FOR

STRETCHER CLEARANCE

MODULAR TEMPORARY WALLS TO

CREATE AN ANTE ROOM DURING

CONSTRUCTION WITH A LOCKABLE

DOOR. BASIS OF DESIGN EDGE

GUARD/ STARC WALL SYSTEM

MAINTAIN 5'0" CLEAR FOR

STRETCHER CLEARANCE

MODULAR TEMPORARY WALLS

TO CREATE AN ANTE ROOM

DURING CONSTRUCTION WITH

A LOCKABLE DOOR. BASIS OF

DESIGN EDGE GUARD/ STARC

WALL SYSTEM

ED.7D.2D

NOTE: ELEVATOR TO REMAIN

IN SERVICE AT ALL TIME

COORDINATE SEQUENCE OF

WALL PLACEMENT W/ OWNER

COORDINATE TEMP. WALL

AND EXISTING DOOR SWING

WITH ED DEPARTMENT

A

B

A B

AA

B

1) PATCH AND REPAIR ALL AREAS AFFECTED BY DEMO AND / OR

CONSTRUCTION TO MATCH EXISTING. PATCHED AREAS ARE TO

RECEIVE FINISHES AND TRIM TO MATCH ADJACENT AREA,

EXCEPT AS NOTED IN THE ROOM FINISH SCHEDULE. PATCH

CEILINGS AND FLOORS TO ACHIEVE A CONTINUOUS FINISHED

APPEARANCE.

2) ALL EQUIPMENT TO BE DISCONNECTED AND REMOVED BY

CONTRACTOR. OWNER TO BE NOTIFIED WHEN EQUIPMENT IS

AVAILABLE AND BE GIVEN THE OPTION TO TAKE POSSESSION OF

ALL EQUIPMENT. CONTRACTOR TO DISPOSE OF ALL EQUIPMENT

THE OWNER DOES NOT WANT AND REMOVE ALL ITEMS WITH

EXTREME CARE.

3) REMOVE, RELOCATE, STORE AND REINSTALL PORTABLE

EQUIPMENT, FURNITURE, SHELVES, CURTAIN RODS, DRAPERY,

BULLETIN BOARDS, WHICH WOULD INTERFERE WITH

DEMOLITION WORK.

4) REFER TO SPECIFICATIONS FOR SHORING REQUIREMENTS

WHERE DEMOLITION WORK AFFECTS THE STRUCTURAL INTEGRITY

OF WALLS OR FLOORS. IF NOT SO INDICATED IN

SPECIFICATIONS. CONTRACTOR SHALL SUBMIT SHORING PLAN

AND SHOP DRAWINGS SIGNED BY AN ENGINEER FOR VA

APPROVAL. ALL SHORING IS CONTRACTOR'S RESPONSIBILITY.

5) PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY

DAMAGE SURFACES SHALL BE REPLACED TO MATCH ORIGINAL

ITEM OR REPAIRED THIS CONTRACTOR FROM PERFORMING THE

WORK REQUIRED UNDER THE CONTRACT.

6) VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD

PRIOR TO SUBMITTING PROPOSAL. FAILURE TO DO SO SHALL NOT

RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK

REQUIRED UNDER THIS CONTACT.

7) ALL SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND

ATTEND A PRE-BID WALK THRU TO INSPECT THE EXISTING AREA

AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ACTUAL

JOB CONDITIONS BEFORE SUBMITTING BID.

8) WHILE THE SIZE AND LOCATION OF NEW WORK AND

EQUIPMENT IN THE EXISTING AREA HAS BEEN INDICATED ON THE

DRAWINGS AS ACCURATELY AS POSSIBLE, CONTRACTOR SHALL

ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING UTILITIES,

GAS LINES, SEWER, FIRE ALARM, ROOF DRAINS, ACCESS

COVERS, AND OTHER STRUCTURES NOT PARTICULARLY SHOWN

ON THE PLAN AT NO ADDITIONAL COST. BEFORE

CONSTRUCTION, INSPECT PREMISES MAKE A DETAILES

EXAMINATION OF ALL LOCATIONS WHERE NEW WORK IS TO BE

INSTALLED. EXAMINE EXISTING PIPING, CONDUITS, STRUCTURAL

SUPPORTING BEAMS, AND OTHER CONDITIONS.

9) DISCONNECT AT SOURCE AND REMOVE EXISTING

MECHANICAL AND ELECTRICAL MATERIALS AND EQUIPMENT

WHICH ARE RENDERED OBSOLETE BY THESE ALTERATIONS AND

ADDITIONS. OWNER TO BE GIVEN THE OPTION TO TAKE

POSSESSION OF REMOVED EQUIPMENT AND MATERIALS. ANY

EQUIPMENT THAT THE OWNER DOES NOT WANT ARE THE

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

FROM THE SITE, NO MECHANICAL, ELECTRICAL, PLUMBING

EQUIPMENT, ETC. SHALL BE ABANDONED IN PLACE.

10)DISCONNECT, REMOVE AND RELOCATE EXISTING

MECHANICAL AND ELECTRICAL MATERIALS AND EQUIPMENT

WHICH INTERFERE OR INTERFERED WITH OBSTRUCT OR ARE

CONSTRUCTED BY THESE ALTERATIONS AND ADDITIONS,

PERMANENTLY INSTALL SUCH ITEMS IN NEW LOCATIONS AS

DIRECTED, RECONNECT SUCH ITEMS IN PROPER OPERATING

CONDITION AT NEW LOCATIONS.

11) DO NOT INTERFERE WITH EXISTING BUILDING'S MECHANICAL,

ELECTRICAL AND SECURITY SYSTEMS OPERATIONS. IF IT IS

ABSOLUTELY NECESSARY TO SHUT DOWN FACILITY SYSTEMS AT

ANY TIME CONSULT THE COR TO MAKE ARRANGEMENTS TO DO

SO ON OFF WORKING HOUR PERIODS AT THE OWNER'S

CONVENIENCE. PRIOR NOTICE SHALL BE GIVEN TO THE COR (14)

DAYS IN ADVANCE OF THE DESIRED SHUT-DOWN TIME. ANY

PREMIUM OR OVERTIME COSTS NECESSARY TO ACCOMPLISH

THE ABOVE SHALL BE INCLUDED IN THIS BID.FAILURE TO

PROCEED WITHOUT PROPER PRIOR NOTIFICATION MAY RESULT

IN THE ASSESSMENT OF A CREDIT TO THE CONTACT.

12)EXISTING FLOOR HEIGHTS, COLUMNS AND FLOOR BEAMS

SHOULD BE VERIFIED BY THE CONTRACTOR IN THE FIELD.

13) IN ALL CONSTRUCTION ZONES AND AREAS. CONTRACTOR

RESPONSIBLE FOR MAINTAINING AN ACTIVE STROBE SPEAKER

SYSTEM AT ALL TIMES TYPICAL FOR ALL CONSTRUCTION ZONES

FOR ALL BUILDINGS.

GENERAL CONSTRUCTION NOTES

HATCH LEGEND

PHASE 2

(TYPE: C

CLASS: III)

PHASE 1

(TYPE: D

CLASS: III)

PHASE 3

(TYPE: C

CLASS: III)

IFC PLAN KEY NOTES

A PROVIDE SIMILAR OR EQUAL TO 'EDGE-GUARD'

TEMPORARY 1 HR-RATED WALL

CONSTRUCTION - REFER TO MANUFACTURER

SPECIFICATION AND INSTALLATION INSTRUCTIONS

1) MAINTAINING THE INTEGRITY OF THE FIRE AND SAFETY

SYSTEMS IN PLACE IN THE MEDICAL CENTER AND ALL OF ITS OUT

BUILDINGS DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR.

2) IN ADDITION TO ALL MEDICAL CENTER POLICIES, ALL

NATIONAL STATE AND LOCAL CODES AND ORDINANCES SHALL

APPLY TO ALL OF THEIR CONTRACTORS AND SUB-

CONTRACTORS.

3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL

PERTINENT OSHA SAFETY REQUIREMENTS.

4) PROVIDE LOCKOUT- TAGOUT AND CONFINED SPACE ENTRY

POLICIES AS APPLICABLE AND AS REQUIRED BY OSHA. THESE

POLICIES SHALL BE SUBMITTED FOR PRIOR APPROVAL BY THE

SAFETY OFFICER/ COR.

5) SUBMIT APPROPRIATE INTERIM LIFE SAFETY MEASURES. REFER

TO SPECIFICATION FOR MORE INFORMATION

6) CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS OF

NON-COMBUSTIBLE MATERIALS WHICH PROVIDE A SMOKE TIGHT

SERRATION BETWEEN THE CONSTRUCTION AREAS AND ALL

OTHER OCCUPIED AREAS. MAINTAIN INTEGRITY OF THE

ENCLOSURE DURING THE CONSTRUCTION. REFER TO

SPECIFICATIONS.

7) EXISTING FIRE PROTECTION SYSTEMS, INCLUDING FIRE ALARM

SYSTEMS, SMOKE DETECTION SYSTEMS, AND SPRINKLER SYSTEMS

SHALL NOT BE IMPAIRED DURING CONSTRUCTION. SMOKE

DETECTOR DISABLE REQUESTS: OUTAGE REQUESTS TO BE

SUBMITTED TO FM ENGINEER FOR APPROVAL FOR SPECIFIC DATE

AND TIME. ALARMS WILL ONLY BE TURNED OFF FOR SPECIFIC

SHIFTS REQUESTED AND WHEN CONTRACTORS ARE IN THE

CONSTRUCTION AREA. ALARMS WILL BE RESTORED AT THE END

OF THE WORK DAY BY CALLING THE SAME EXTENSION. AT NO

TIME WILL ALARMS REMAIN OFF OVERNIGHT. SMOKE DETECTORS

AND OR SPRINKLERS HEADS DO NOT COVER BY BAGS, TAPE,

AND PLASTIC OR IN ANY OTHER MANNER THAT WILL DEFEAT

THEIR ABILITY TO SENSE SMOKE OR HEAT AND OPERATE AS

DESIGNED.

8) DAILY ACCUMULATIONS OF TRASH, COMBUSTIBLES

MATERIALS, PACKAGING AND DEBRIS SHALL BE REMOVED FROM

THE CONSTRUCTION AREA ON A DAILY BASIS. FLAMMABLE

MATERIALS MAY BE STORED ON SITE IN AN APPROVED AND

APPROPRIATELY MARKED FLAMMABLE MATERIALS CABINET

FIRE AND SAFETY NOTES

1. NO TOOLS OR EQUIPMENT TO BE LEFT UNATTENDED

2. CONTRACTOR TO PROVIDE TEMPORARY SECURITY WALLS IN

HIGH SECURITY AREAS.

3. CONTRACTOR IDENTIFICATION TO BE DISPLAYED AT ALL TIMES

ON PERSON.

4. TOOLS AND EQUIPMENT NOT NEEDED FOR TASKS AT HAND TO BE

STORED OFF SITE.

SECURITY NOTES INFECTION CONTROL RISK ASSESSMENT NOTES - CLASS III

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST

DISPERSION INTO THE OCCUPIED AREAS.

2. MEANS FOR CONTROLLING MINIMAL DUST DISPERSION MAY

INCLUDE HAND-HELD HEPA VACUUM DEVICES,

POLYETHYLENE PLASTIC CONTAINMENT, OR ISOLATION OF

WORK AREA BY CLOSING ROOM DOOR.

3. REMOVE OR ISOLATE RETURN AIR DIFFUSERS TO AVOID DUST

FROM ENTERING THE HVAC SYSTEM.

4. REMOVE OR ISOLATE THE SUPPLY AIR DIFFUSERS TO AVOID

POSITIVE PRESSURIZATION OF THE SPACE,

5. IF WORK AREA IS CONTAINED, THEN IT MUST BE NEGATIVELY

PRESSURIZED AT ALL TIMES.

6. SEAL ALL DOORS WITH TAPE THAT WILL NOT LEAVE RESIDUE.

7. CONTAIN ALL TRASH AND DEBRIS IN THE WORK AREA.

8. NONPOROUS/SMOOTH AND CLEANABLE CONTAINERS (WITH

A HARD LID) MUST BE USED TO TRANSPORT TRASH AND DEBRIS

FROM THE CONSTRUCTION AREAS. THESE CONTAINERS MUST

BE DAMP-WIPED CLEANED AND FREE OF VISIBLE DUST/DEBRIS

BEFORE LEAVING THE CONTAINED WORK AREA.

9. INSTALL A STICKY (DUST COLLECTION) MAT AT ENTRANCE OF

CONTAINED WORK AREA BASED ON FACILITY POLICY. STICKY

MATS MUST BE CHANGED ROUTINELY AND WHEN VISIBLY

SOILED.

10. MAINTAIN CLEAN SURROUNDINGS WHEN AREA IS NOT

CONTAINED BY DAMP MOPPING OR HEPA VACUUMING

SURFACES.

CONSTRUCTION AREAS MUST BE INSPECTED BY AN INFECTION

PREVENTIONIST OR DESIGNEE AND ENGINEERING

REPRESENTATIVE FOR DISCONTINUATION OR DOWNGRADING OF

ICRA PRECAUTIONS.

WORK AREA CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL

SURFACES, HIGH HORIZONTAL SURFACES AND FLOORING

MATERIALS.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST

ACCUMULATION ON UPPER SURFACES AS WELL AS AIR

DIFFUSER SURFACES.

REMOVAL OF CRITICAL BARRIERS:

1. CRITICAL BARRIERS MUST REMAIN IN PLACE DURING ALL

WORK INVOLVING DRYWALL REMOVAL, CREATION OF

DUST AND ACTIVITIES BEYOND SIMPLE TOUCH-UP WORK.

THE BARRIER MAY NOT BE REMOVED UNTIL A WORK AREA

CLEANING HAS BEEN PERFORMED.

2. ALL (PLASTIC OR HARD) BARRIER REMOVAL ACTIVITIES

MUST BE COMPLETED IN A MANNER THAT PREVENTS DUST

RELEASE. USE THE FOLLOWING PRECAUTIONS WHEN

REMOVING HARD BARRIERS:

3. CAREFULLY REMOVE SCREWS AND PAINTER TAPE.

4. IF DUST WILL BE GENERATED DURING SCREW REMOVAL,

USE HAND-HELD HEPA VACUUM.

5. DRYWALL CUTTING IS PROHIBITED DURING REMOVAL

PROCESS.

6. CLEAN ALL STUD TRACKS WITH HEPA VACUUM BEFORE

REMOVING OUTER HARD BARRIER.

7. USE A PLASTIC BARRIER TO ENCLOSE AREA IF DUST COULD

BE GENERATED.

NEGATIVE AIR REQUIREMENTS:

1. THE USE OF NEGATIVE AIR MUST BE DESIGNED TO REMOVE

CONTAMINATES FROM THE WORK AREA.

2. NEGATIVE AIR DEVICES MUST REMAIN OPERATIONAL AT

ALL TIMES AND IN PLACE FOR A PERIOD AFTER

COMPLETION OF DUST CREATING ACTIVITIES TO REMOVE

CONTAMINANTS FROM THE WORK AREA AND BEFORE

REMOVAL OF CRITICAL BARRIERS.

3. MAINTAIN MINIMUM NEGATIVE AIR PRESSURE, 0.01 INCHES

OF WATER GAUGE WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY

MONITORED WITH A DIGITAL DISPLAY, RECORDING AND

ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON

INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION,

AND MONITORED.

HVAC SYSTEMS:

1. UPON REMOVAL OF CRITICAL BARRIERS, REMOVE

ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS

BEING PERFORMED.

2. VERIFY THAT HVAC SYSTEMS ARE CLEAN AND

OPERATIONAL.

3. VERIFY THE HVAC SYSTEMS MEETS ORIGINAL AIRFLOW AND

AIR EXCHANGE DESIGN SPECIFICATIONS.

IFC PLAN KEY NOTES

PROVIDE TEMPORARY INFECTION CONTROL

CONSTRUCTION WALLS (BASIS OF DESIGN OF EDGE

GUARD OR STARC WALL SYSTEMS) & 4'-0" DOOR WITH

CONTRACTOR PROVIDED HARDWARE WITH A DIGITAL

CODE LOCKSET WITH KEY OVERIDE. REFER TO MANUF.

SPECIFICATION AND INSTALLATION INSTRUCTIONS

A

B

PROVIDE TEMPORARY INFECTION CONTROL

CONSTRUCTION WALLS (BASIS OF DESIGN OF EDGE

GUARD OR STARC WALL SYSTEMS). REFER TO MANUF

SPECIFICATION AND INSTALLATION INSTRUCTIONS

PROVIDE MOBILE DUST CONTAINMENT (BASIS OF DESIGN

HEPACART) TO SUPPORT ALL ABOVE CEILING WORK

OUTSIDE OF THE OPERATING ROOMS.

C

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND

SEQUENCING OF CONSTRUCTION PHASING WITH THE VA'S

SCHEDULE, INFECTION CONTROL, AND INTERIM LIFE SAFETY

REQUIREMENTS.

2. PROVIDE PHASING PLAN AS NEEDED TO COMPLETE WORK.

REFER TO SECTION 01 00 00 ITEM 1.6H FOR GENERAL PHASING

REQUIREMENTS. NOTE THAT SOME PHASES MAY BE

CONCURRENT. ENSURE SCHEDULE CLEARLY SHOWS

CONCURRENT PHASES, FLOAT AND CRITICAL PATH.

3. TEMPORARY CONSTRUCTION WALL AND INFECTION

CONTROL (IC) WALL REQUIREMENTS ARE NOT INCLUDED IN

THE DRAWINGS. GC SHALL SHOW IC/CN BARRIERS ON THEIR

IC/WORKPLANS TO MEET REQUIREMENTS OF SPECIFICATIONS

& THE IC MATRIX ON THIS SHEET.

4. MAINTAIN EGRESS TO ALL STAIRWELLS.

5. MAINTAIN PUBLIC ACCESS TO ELEVATORS.

6. WORK WILL BE COMPLETED DURING NORMAL WORKING

HOURS FOR THE HOSPITAL FROM 7:30 AM TO 5:00 PM,

MONDAY THROUGH FRIDAY. ROUTER ROOM AND CORRIDOR

WORK SHALL BE COMPLETED OUTSIDE OF THESE HOURS. SEE

PHASING NARRATIVE AND GENERAL REQUIREMENTS

SPECIFICATIONS.

7. NOISE AND VIBRATION OPERATIONS ARE RESTRICTED TO OFF-

SHIFT HOURS. CONTRACTOR SHALL ALSO SCHEDULE SERVICE

INTERRUPTIONS OFF-SHIFT. TWO WEEK MINIMUM NOTICE IS

REQUIRED ON ALL OUTAGE REQUESTS.

8. CONTRACTOR IS RESPONSIBLE FOR ENSURING ILSM AND ICRA

PERMITS ARE ALWAYS CURRENT AND POSTED DURING

CONSTRUCTION.

PHASING GENERAL NOTES

PHASE 1:

CONTTRATOR'S OVERALL SCHEDULE IS RESTRICTED TO THE

DURATION OF THE TEMPORARY MOBILE CT UNIT.

CONTRACTOR IS TO PROVIDE DETAILED TRACKING OF ALL

PROJECT MATERIALS TO ENSURE THEY COMPLY WITH THE

OVERALL SCHEDULE BEFORE COMMENCEMENT OF WORK.

COORDINATE WITH COR ON TIMING AND DURATION OF

MOBIL CT UNIT. CONTRACTOR IS TO COMPLETE, AT A

MINIMUM THE CT SCAN ROOM, CONTROL ROOM AND

CHANGING ROOM WHILE MOBIL CT UNIT IS ON SITE. THIS IS

TO INCLUDE A MINIMUM OF TWO WEEKS TO USE THE MOBIL

UNIT PRIOR TO DEMOLTION/ REMOVAL OF EXISTING CT AND

A MINIMUM OF THREE WEEKS PRIOR TRMPORARY MOBILE CT

UNIT BEING REMOVED.

ONCE RELEASED, CONTRACTOR IS TO COORDINATE CT UNIT

REMOVAL. ENSURE ALL PATIENT DATA IS SCRUBBED FROM

THE UNIT PRIOR TO POWER REMOVAL.

ONCE THE UNIT IS REMOVED, ESTABLISH INFECTION

CONTROL BARRIER(S). COORDINATE PLAN WITH ICRA

MEASURES WITH OWNER PRIOR TO COMSTRUCTION

COMMENCING.

COORDINATE WITH OWNER ON ALL SALVAGED EQUIPMENT.

PROVIDE TEMPORARY HEAT DETECTION ONCE CEILINGS ARE

REMOVED

PRIOR TO SLAB REMOVAL FOR TRENCH, COORDINATE AN

ONSITE LAYOUT REVIEW MEETING WITH EQUIPMENT VENDOR

LAYING OUT THE ISO CENTER, LAYOUT OF EQUIPMENT AND

TRENCH.

ONCE ROUGH IN IS COMPLETE AND SHIELDING IS PATCHED,

CONTRACTOR IS TO COORDINATE A SHIELDING

VERIFICATION CONFIRMATION, THIS SHOULD INCLUDE THE

FOOR AS WELL.

PRIOR TO CT INSTALLATION, CONTRACTORS SHALL INSTALL

FLOORING, LAYOUT OF TRENCH FLOORING SHOULD

COORDINATE WITH FLOOR PATTERN OF FIELD MATERIAL.

TRENCH MATERIAL IS TO NOT BE GLUED UNTIL AFTER NEW CT

INSTALLATION IS COMPLETE BUT PRIOR TO FINAL CLEANING.

CONTRACTOR TO COORDINATE TIMING WITH EQUIPMENT

VENDOR.

PRIOR TO FINAL TURN OVER, CONTRACTOR IS TO

COORDINATE A FINAL SHIELDING VERIFICATION

CONFIRMATION OPERATIONAL INTENT WITH FULLY

FUNCTIONING CT, THIS SHOULD INCLUDE THE DOOR AS

WELL.

PHASING OVERVIEW:

PHASE 2:

TO RUN CONCURRENT WITH PHASE 1 ONCE COODINATED

WITH OWNER AND FACILITY SECURITY OFFICE WILL REQUIRE

RELOCATION OF EXISTING PERSONNEL AND REQUIRE

ADDITIONAL TIME TO PLAN/ COORDINATE. CONTRACTOR

SHALL MAKE APPROPRIATE ACCOMODATIONS IN THE

SCHEDULE TO ENSURE A TIMELY TRANSITION.

COORDINATE ICRA PLAN AND MEASURES WITH COR PRIOR TO

CONSTRUCTION COMMENCING.

CONTRACTOR SHALL PROVIDE TEMPORARY ADJUSTMENTS

WITH THE EXIT SIGNAGE

CONTRACTOR SHALL PROVIDE A EXPEDITED SCHEDULE TO

COMPLETE THE CORRIDOR WORK TO MINIMIZE IMPACTS TO

EGRESS AND ACCESS TO HELIPAD ELEVATOR.

PHASE 3:

TO RUN CONCURRENT WITH PHASE 1 ONCE COORDINATED

WITH OWNER AND FACILITY. ED CORRIDOR WALL WILL

REQUIRE LIMITING OR RESTRICTED ACCESS TO EXISTING

ROOMS THAT WILL REQUIRE LIMITING OR RESTRICTED ACCESS

TO EXISTING ROOMS THAT WILL REQUIRE A SEQUENED

APPROACH COMPLETE AND REQUIRE ADDITIONAL TIME TO

PLAN COORDINATE. CONTRACTOR SHALL MAKE

APPROPRIATE ACCOMMODATIONS IN THE SCHEDULE TO

ENSURE A TIMELY TRANSITION.

COORDINATE ICRA PLAN AND MEASURES WITH COR PRIOR

TO CONSTRUCTION COMMENCING.

CONTRACTOE SHALL PROVIDE TEMPORARY ADJUSTMENTS

WITH THE EXIT SIGNAGE.

CONTRACTOR SHALL PROVIDE A EXPEDITED SCHEDULE TO

COMPLETE THE CORRIDOR WORK TO MINIMIZE IMPACTS TO

EGRESS AND ACCESS TO HELIPAD ELEVATOR.

6 MIL POLY

EQUIPMENT OR

FURNISHING

6 MIL POLY

WALL OPENING

CRITICAL BARRIER

WALL PROTRUSION

SEAL WITH DUCT TAPE

ALL SIDES.

CEILING

6 MIL POLY CRITICAL

BARRIER CEILING

PENETRATION

NOTE: ALL CORNERS TO

FORM 90 DEGREE ANGLE

WITH NO RADIUS

SEAL WITH DUCT TAPE.

ALL SIDES

WINDOWDOOR

BEYOND

SEAL ALL CRACKS WITH

DUCT 6 MIL POLY

CRITICAL BARRIER

OVER WINDOWS.

CONSTRUCTION SIDE FLOOR

SEAL ALL EDGES

WITH TAPE

REFER TO TEMPORARY

BARRIER TYPE FOR

REQUIRED CONDITION TO

STRUCTURE ABOVE.

CEILING

DOOR AND FRAME WITH

SEALS, CARD READER

HARDWARE AND

CLOSER

HAND SANITIZER

PUBLIC SIDE

MONITOR

0 2' 4' 8'

600 E. Michigan Ave., Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

ARCHITECTURE + ENGINEERING

SEVEN

GENERATIONS

THE REPRODUCTION, COPYING OR OTHER USE OF THIS

DRAWING WITHOUT WRITTEN AUTHORIZATION IS PROHIBITED.

c SEVEN GENERATIONS ARCHITECTURE & ENGINEERING, LLC

SHEET NO.

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JOB NUMBER:

ISSUE DATES:

KEYPLAN

BID DOCUMENTS

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GC101.1

FIRST FLOOR INFECTION

CONTROL PLAN

BID DOCUMENTS02/16/24

PROJECT A

NORTH

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

FIRST FLOOR ICRA PLAN

SCALE: 3/8" = 1'-0"GC101.1

CRITICAL BARRIER PREP INSTALLATION B12

SCALE: 3/8" = 1'-0"GC101.1

CRITICAL BARRIER PUBLIC SIDE B13

DEMOLITION KEY NOTES

REMOVE EXISTING WALL CONSTRUCTION

COMPLETE AS SHOWN. INCLUDING WALL

PROTECTION, WALL BASE, AND ALL ITEMS ATTACHED

TO THE WALLS (NOT ALL ITEMS ATTACHED TO THE

WALLS ARE SHOWN ON THIS PLAN). PATCH &

REPAIR ADJACENT SURFACES TO REMAIN AS

NECESSARY TO PREPARE FOR NEW CONSTRUCTION

AND / OR NEW FINISHES.

REMOVE EXISTING WALL CONSTRUCTION AND LEAD

LINED GYPSUM BOARD AS SHOWN. PATCH &

REPAIR ADJACENT SURFACES TO REMAIN AS

NECESSARY TO PREPARE FOR NEW CONSTRUCTION

AND/OR NEW FINISHES.

REMOVE & SALVAGE EXISTING DOORS(S), FRAME(S),

HARDWARE, ETC. TURN OVER TO COR. AND NOTIFY

COR UNLESS DIRECTED OTHERWISE.

REMOVE & SALVAGE EXISTING DOORS(S), FRAME(S),

HARDWARE, ETC FOR REINSTALLATION.

REMOVE WINDOW FRAME AND LEADED GLASS.

REMOVE EXISTING WALL FINISHES, WALL BASE, AND

ALL ITEMS ATTACHED TO WALLS. PATCH & REPAIR

EXPOSED SURFACES TO REMAIN AS REQUIRED FOR

NEW CONSTRUCTION AND/OR NEW FINISHES.

REMOVE EXISTING FLOORING AND FLOOR FINISHES

INCLUDING ALL ADHESIVES, SETTING MATERIALS

DOWN TO EXISTING SUBSTRATE. PREPARE CONCRETE

FLOORS AS REQUIRED TO PROVIDE A SMOOTH AND

UNIFORM SURFACE FOR NEW FINISHES.

REMOVE EXISTING CEILING TILE AND GRID SYSTEM.

REMOVE EXISTING CEILING MOUNTED LIGHT

FIXTURES (UNLESS NOTED IN CONJUNCTION),

SPEAKERS CAMERAS, FIRE ALARMS, MECHANICAL

DEVICES, SMOKE DETECTORS, SENSORS, WIRELESS

ACCESS POINT, EXIT SIGNAGE, SAFETY MIRRORS,

ETC. TURN OVER TO THE COR. OR SALVAGE TILE FOR

RECYCLING UNLESS DIRECTED OTHERWISE.

REMOVE EXISTING CASEWORK & COUNTERTOP

WITH WALL MOUNTED EQUIPMENT. SALVAGE

EQUIPMENT & TURN OVER TO COR. UNLESS

DIRECTED OTHERWISE. PATCH & REPAIR EXPOSED

SURFACES TO REMAIN AS REQUIRED TO RECEIVE

NEW CONSTRUCTION AND FINISHES.

REMOVE EXISTING MECHANICAL, PLUMBING &

ELECTRICAL ITEMS - REFER TO MECHANICAL,

PLUMBING & ELECTRICAL DEMOLITION PLANS FOR

FURTHER INFORMATIONS. PATCH AND REPAIR

EXPOSED SURFACES TO REMAIN AS REQUIRED TO

RECEIVE NEW CONSTRUCTION AND FINISHES.

THE AWARDED CT VENDOR WILL DISASSEMBLE AND

REMOVE THE EXISTING CT EQUIPMENT AND

ASSOCIATED EQUIPMENT (GANTRY, CONSOLT DESK,

PATIENT TABLE, POWER DISTRIBUTION UNIT, SERVICE

CABINET, PARTIAL UPS, REAR CABLE COVER).

REMOVE EPOXY PAD, CUT AND GRIND THE EXISTING

ANCHORS FLUSH WITH THE EXISTING FLOOR.

REMOVE EXISTING ISOLATION PODS. SALVAGE

EQUIPMENT & TURN OVER TO COR. REFER TO

MECHANICAL AND ELECTRICAL DEMOLITION

PLANS.

EXISTING WALL FRAMING TO REMAIN. REMOVE

GYPSUM BOARD AND PREPARE FOR NEW FINISHES.

EXISTING WALL FRAMING TO REMAIN. REMOVE

LEAD LINING AND GYPSUM BOARD AS NEEDED TO

PREPARE FOR NEW FINISHES AND NEW WORK.

CONTRACTOR TO ASSUME EXISTING LEAD

SHIELDING EXTENDS ABOVE 7'-0" ABOVE FINISH

FLOOR AND IS ALSO CONTINUOUSLY LAMINATED

TO UNDERSIDE OF BAR JOIST. CONTRACTOR TO

PATCH AND INFILL ALL WALL AND CEILING LEAD

LINING INCLUDING AT UNDERSIDE OF EXISTING

STRUCTURE ABOVE.

REMOVE EXISTING HANDRAILS. PROVIDE BLOCKING

AS NEEDED FOR NEW HANDRAILS.

INJECTOR, HEAD END MONITOR, CONTROL ARM

AND BRACING. CONTRACTOR IS TO REMOVE ALL

ELEMENTS AND SALVAGE FOR REINSTALLATION IN

NEW LAYOUT, INCLUDING CABLING.

REMOVE ALL WALL MOUNTED ITEMS (SUCH AS PIN

BOARDS, HAND SANDITIZERS, TVS, CLOCKS ETC.)

TURN OVER ALL ITEMS TO THE COR. PATCH AND

REPAIR EXPOSED SURFACES TO REMAIN AS

REQUIRED TO RECIEVE NEW CONSTRUCTION AND

FINISHES.

REMOVE ALL LOOSE AND WALL MOUNTED

FURNITURE. TURN OVER ALL ITEMS TO COR. PATCH &

REPAIR ADJACENT SURFACES TO REMAIN AS

NECESSARY TO PREPARE FOR NEW CONSTRUCTION

AND/OR NEW FINISHES.

SAWCUT AND REMOVE A PORTION OF EXISTING

CONCRETE SLAB AND GRADE BASE IN PREPARATION

FOR NEW ELECTRICAL CONDUIT TRENCH.

AREA NOT IN SCOPE

LINE OF EXISITNG FOUNDATION WALLS

1A

WAITING

SECURITY

1556A

CONTROL 1556

CT SCAN

ORTHO

CORRIDOR

CORRIDOR

CORRIDOR

1A

1A

6 7

PORTION OF CEILING

TO BE REMOVED

AND REPLACED.

EXTENT OF CEILING

DEMOLITION ABOVE

TRENCH

10" 2'-2"

/2

/2

/8

8'-9 1/4"

/8

10" 2'-9 1/2"

/8

EXACT DIMENSIONS TO BE COORDINATED IN FIELD W/ CT VENDOR

30'-10 5/8" +/-

/4

14 13

6 76

ED.7D.2D

8 8

REMOVE DECORATIVE

COLUMN

REMOVE GLASS

BLOCK WALL

REMOVE COAT

HANGER ON BACK

OF DOOR, DOOR TO

REMAIN

REMOVE

ROOM SIGN

17 18

17 18

REMOVE ROOM

SIGN & ACCESS

BUTTON

/8

EXISTING MED GAS TO REMAIN.

CONTRACTOR TO REMOVE COVER

PLATES (STORE FOR REINSTALLATION)

TO FACILITATE GYP BOARD

DEMOLITION.

SLAB ON GRADE

EXISTING CRAWLSPACE

SLAB ON GRADE EXISTING CRAWLSPACE

SLAB ON GRADE

EXISTING CRAWLSPACE

EXISTING CEILING TO REMAIN

REWORK EXISTING GRID AND

TILES AS REQUIRED TO

ACCOMODATE NEW CEILING

REMOVE EXISTING

WALL PAPER BORDER

REMOVE "X-RAY

IN USE" LIGHT

NOTE SLAB IS NOT MONLITHIC,

AS ASPHALT WAS HERE PRIOR

PROTECT EXISTING ADJACENT

WALL TILE TO REMAIN

REMOVE EXISTING COILING

SECURITY WINDOW COMPLE TE

INCLUDING ALL TRACKS,

BRACKETS, WALL SUPPORT AND

HEADER

GENERAL DEMO NOTES

1. ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED

TO WHAT IS SHOWN ON THE DEMOLITION PLANS. THE INTENT IS

TO REMOVE ALL MATERIALS AND ITEMS AS REQUIRED TO

FACILITATE NEW CONSTRUCTION.

2. CONTRACTORS ARE TO VERIFY FIELD CONDITIONS, IF

CONDITIONS DO NOT REFLECT WHAT IS NOTED IN THE

CONTRACT DOCUMENTS, THE CONTRACTOR IS TO NOTIFY THE

ARCHITECT.

3. THIS PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET

OF CONSTRUCTION DOCUMENTS. DO NOT REMOVE ANY ITEMS

WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL

TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS.

LOCATION OF DUMPSTERS TO BE DETERMINED BY COR. WITH

CONTRACTORS INPUT.

5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

DEMOLISHED MATERIALS. DO NOT ALLOW MATERIALS AND

DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO

ACCUMULATE ON THE JOBSITE. REMOVE DAILY AND DISPOSE

OF IN A LEGAL MANNER. NO ONSITE SALE OR BURNING OR

REMOVED ITEMS IS PERMITTED.

6. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS

TO ENSURE THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON

THE SITE TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON

ON, ABOUT OR ADJACENT TO THE PREMISES. THE CONTRACTOR

SHALL COMPLY WITH ALL LAWS, ORDINANCES, CODES AND

REGULATIONS PERTAINING TO SAFETY AND THE PREVENTION OF

ACCIDENTS.

7. THE CONTRACTOR MUST MAINTAIN ADEQUATE SUPPORT,

INSULATION, WATERPROOFING, EMERGENCY LIGHTING,

SECURITY, ALARMS, ETC. FOR ALL OR PART OF ITEMS WHICH

ARE TO REMAIN.

8. THE COR. RESERVES THE RIGHTS TO ANY REMOVED MATERIALS

OR ITEMS. CONTRACTOR TO COORDINATE WITH COR.

9. DO NOT CUT AND/OR PATCH STRUCTURAL ELEMENTS IN A

MANNER THAT COULD CHANGE THEIR LOAD-CARRYING

CAPACITY OR LOAD-DEFLECTION RATIO.

10. PATCH/REPAIR OR REPLACE ALL AREAS DAMAGED BY

DEMOLITION, REWORK AS REQUIRED, PREPARE FOR NEW

CONSTRUCTION AS REQUIRED. BRICK OR BLOCK PATCHING

SHALL BE TOOTHED-IN TO MATCH EXISTING COURSING

PATTERN.

11. WHERE WALLS & CEILINGS ARE TO BE REMOVED, ALL ITEMS

THAT FALL WITH THE WALLS &/OR CEILINGS ARE TO BE

REMOVED OR REROUTED. REFER TO MECHANICAL, ELECTRICAL,

AND PLUMBING PLANS FOR ADDITIONAL DEMOLITION NOT

SHOWN ON THIS SHEET.

12. CONSTRUCTION AREAS TO BE COMPLETELY SEPARATED FROM

OCCUPIED AREAS WITH A ONE-HOUR FIRE RATED ASSEMBLY,

AND WITH SUITABLE DUST BARRIER. TEMPORARILY SEAL OFF ALL

RETURN & SUPPLY AIR DIFFUSERS IN CONSTRUCTION AREA.

PROVIDE RECIRCULATING HEPA FILTER IN CONSTRUCTION

AREA. ALL DEMOLISHED MATERIAL IS TO BE REMOVED FROM

SITE IN A COVERED CONTAINER. NEGATIVE AIR PRESSURE TO BE

MAINTAINED WITHIN CONSTRUCTION ZONE.

13. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING

DEMOLITION, CONTRACTOR SHALL CONTACT COR. FOR

ABATEMENT. (LEAD GYP. BACKING IS TO BE REMOVED BY

CONTRACTOR AND DOES NOT REQURE COR. ABATEMENT).

14. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND

SURFACES CUT OR DAMAGED DURING DEMOLITION, BY

METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING

WARRANTIES.

15. CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING

ARE PERFORMED.

16. CONTRACTOR SHALL PATCH, REPAIR, AND INFILL ALL APPLIED

FIREPROOFING MATERIAL IN AREAS LEFT UNPROTECTED DUE TO

REMOVAL OF EXISTING ELEMENTS OR AREAS DAMAGED

DURING NEW WORK AND DEMOLITION. MATCH EXISTING

FIREPROOFING MATERIAL TYPE AND THICKNESS TO MAINTAIN

REQUIRED LEVEL OR PROTECTION.

0 2' 4' 8'

600 E. Michigan Ave., Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

ARCHITECTURE + ENGINEERING

SEVEN

GENERATIONS

THE REPRODUCTION, COPYING OR OTHER USE OF THIS

DRAWING WITHOUT WRITTEN AUTHORIZATION IS PROHIBITED.

c SEVEN GENERATIONS ARCHITECTURE & ENGINEERING, LLC

SHEET NO.

SHEET TITLE

JOB NUMBER:

ISSUE DATES:

KEYPLAN

BID DOCUMENTS

222112

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AD101.1

FIRST FLOOR DEMOLITION

PLAN

BID DOCUMENTS02/16/24

PROJECT A

NORTH

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

FIRST FLOOR DEMOLITION PLAN

WALL TYPE NOTES

A. LEAD LINING TO BE 1/16" IN THICKNESS AND INSTALLED

CONTINUOUS FROM FLOOR TO 7'-0" ABOVE FINISH FLOOR.

SHEET LEAD BACKING SHALL ALSO BE PROVIDED AT

PENETRATIONS WITHIN THE WALL PARTITION.

(1) LAYER OF 5/8" TYPE GYP. BD.

ON COLD FORMED METAL STUDS

@ 16" O.C. (MAX.); WRAP GYP. BD.

AROUND ENDS/ CORNERS WHERE

EXPOSED

CEILING LINE

FLOOR LINE

UNDERSIDE OF DECK

STEEL STUD DEFLECTION

TRACK ANCHORED TO DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

STEEL STUD CHANNEL

RUNNER FASTENED TO FLOOR

/2

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

FILL ENTIRE CAVITY WITH

SOUND BATT INSULATION

6" 7-1/4"

BATTS

STC 49 MINA6

3-5/8" 4-7/8" -A4

BATTS

STC 45 MIN

(1) LAYER OF 5/8" TYPE GYP. BD.

ON COLD FORMED METAL STUDS

@ 16" O.C. (MAX.); WRAP GYP. BD.

AROUND ENDS/ CORNERS WHERE

EXPOSED

CEILING LINE

FLOOR LINE

UNDERSIDE OF DECK

STEEL STUD DEFLECTION

TRACK ANCHORED TO DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

STEEL STUD CHANNEL

RUNNER FASTENED TO FLOOR

/2

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

FILL ENTIRE CAVITY WITH

SOUND BATT INSULATION

6" 7-1/4"

1/2 HR SMOKE

BARRIER

BATTS

STC 49 MINB6

(1) LAYER OF 5/8" TYPE GYP. BD.

ADD 1/16" LEAD LINING ON FACE

OF GYP. BD. EXTEND 7'-0" ABOVE

FLOOR. COLD FORMED METAL

STUDS @ 16" O.C. (MAX.); WRAP

GYP. BD. AROUND ENDS/

CORNERS WHERE EXPOSED

CEILING LINE

FLOOR LINE

UNDERSIDE OF DECK

STEEL STUD DEFLECTION

TRACK ANCHORED TO DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

STEEL STUD CHANNEL

RUNNER FASTENED TO FLOOR

/2

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

FILL ENTIRE CAVITY WITH

SOUND BATT INSULATION

3-5/8" 4-7/8" -C4

BATTS

STC 45 MIN

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

WHERE THE NEW WALL RUNS PERPENDICULAR

TO THE DECK, COPE GYPSUM BOARD TO

MATCH DECKING PROFILE (DASHED LINE)

AND PROVIDE CONTINUOUS BACKER ROD

AND ACOUSTICAL SEALANT BOTH SIDES

RADIATION

ROOM SIDE

NOTES

A

(1) LAYER OF 5/8" TYPE GYP. BD.

ON COLD FORMED METAL STUDS

@ 16" O.C. (MAX.); WRAP GYP. BD.

AROUND ENDS/ CORNERS WHERE

EXPOSED

CEILING LINE

FLOOR LINE

UNDERSIDE OF DECK

STEEL STUD DEFLECTION

TRACK ANCHORED TO DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

STEEL STUD CHANNEL

RUNNER FASTENED TO FLOOR

/2

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

BACKER ROD AND

ACOUSTICAL SEALANT

BOTH SIDES

FILL ENTIRE CAVITY WITH

SOUND BATT INSULATION

3-5/8" 4-7/8"

1/2 HR FIRE

RESISTIVED4

BATTS

STC 45 MIN

(2) LAYER OF 5/8" TYPE X GYP. BD.

WITH 1/16" LEAD LINING BACKING.

EXTEND SHIELDING 7'-0" ABOVE

FLOOR. HEAVY GAUGE COLD

FORMED METAL STUDS @ 16" O.C.

(MAX.); WRAP GYP. BD. AROUND

ENDS/ CORNERS WHERE EXPOSED

CEILING LINE

FLOOR LINE

UNDERSIDE OF DECK STEEL STUD DEFLECTION

TRACK ANCHORED TO DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

STEEL STUD CHANNEL

RUNNER FASTENED TO FLOOR

/2

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

STUD SIZE TO

MATCH

ADJACENT

(VIF)

2 HR

BATTS

STC 52 MIN.

E6

BACKER ROD AND

ACOUSTICAL SEALANT BOTH

SIDES

FILL ENTIRE CAVITY WITH

SOUND BATT INSULATION

EXISTING FIRE SAFING INSULATION BEYOND

EXISTING FIRE RATED COMPOUND BEYOND

RADIATION

ROOM SIDE

NOTES

A

(2) LAYER OF 5/8" TYPE X GYP. BD.

ON HEAVY GAUGE COLD

FORMED METAL STUD FRAMING

(REFER TO STRUCTURAL)

(VIF)

FLOOR LINE

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

TYPE WYTHE SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

12" EXISTING - -

EXISTING CONCRETE MASONRY

UNIT WALL

PLAN

F12

UNDERSIDE OF DECK

REFER TO STRUCTURAL FOR

HEAD OF WALL CONSTRUCTION

CEILING LINE

(1) LAYER OF 5/8" TYPE GYP. BD.

WITH 1/16" LEAD BACKING.

EXTEND SHIELDING 7'-0" ABOVE

FLOOR. WRAP GYP. BD. AROUND

ENDS/ CORNERS WHERE EXPOSED

RADIATION

ROOM SIDE

BACKER ROD AND

ACOUSTICAL SEALANT

NOTES

A

(1) LAYER OF 5/8" TYPE GYP. BD.

WITH 1/16" LEAD BACKING.

EXTEND SHIELDING 7'-0" ABOVE

FLOOR. WRAP GYP. BD. AROUND

ENDS/ CORNERS WHERE EXPOSED

CEILING LINE

FLOOR LINE

UNDERSIDE OF DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

/2

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

BACKER ROD AND SEALANT

FILL ENTIRE CAVITY WITH

SOUND BATT INSULATION

EXISTING EXISTING -G4

EXISTING WALL CONSTRUCTION

EXISTING EXISTING -G6 -

RADIATION

ROOM SIDE

NOTES

A

A

(1) LAYER OF 5/8" TYPE GYP. BD.

CEILING LINE

FLOOR LINE

UNDERSIDE OF DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

/2

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

BACKER ROD AND ACOUSTICAL

SEALANT BOTH SIDES

BACKER ROD AND SEALANT

FILL ENTIRE CAVITY WITH

SOUND BATT INSULATION

EXISTING EXISTING -H4

EXISTING WALL CONSTRUCTION

EXISTING EXISTING -H6 -

RADIATION

ROOM SIDE

GENERAL NOTES

1. INTERSECTION BETWEEN ALL RATED WALL SYSTEM AND

DECK SYSTEM TO BE SEALED WITH APPROVED UL FIRE

SPRAY MATERIAL.

2. REFER TO CODE COMPLIANCE FOR RATED WALL

LOCATED.

3. PROVIDE WOOD BLOCKING WITHIN WALL CAVITY AS

REQUIRED FOR WALL MOUNTED EQUIPMENT.

4. WHERE FIRE RATED SEPARATIONS ARE SHOWN IN CODE

PLANS PROVIDE STENCILING EVERY 20'-0" HORIZONTALLY

WITHIN THE CEILING PLENUM SPACE WITH THE

FOLLOWING TEXT:

FIRE BARRIER - PROTECT ALL OPENINGS AND

PENETRATIONS.

PROVIDE RADIATION SIGNAGE PER RADIATION

PROTECTION SPECIFICATION AT ALL WALLS CONTAINING

LEAD.

600 E. Michigan Ave., Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

ARCHITECTURE + ENGINEERING

SEVEN

GENERATIONS

THE REPRODUCTION, COPYING OR OTHER USE OF THIS

DRAWING WITHOUT WRITTEN AUTHORIZATION IS PROHIBITED.

c SEVEN GENERATIONS ARCHITECTURE & ENGINEERING, LLC

SHEET NO.

SHEET TITLE

JOB NUMBER:

ISSUE DATES:

KEYPLAN

BID DOCUMENTS

222112

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A001.1

WALL TYPES

35% SCHEMATIC DESIGN04/21/23

08/18/23

10/24/23

65% DESIGN DEVELOPMENT

100% CONSTRUCTION DOCUMENTS

100% BID DOCUMENTS02/16/24

PROJECT A

SECURITY

13'-4"

FAMILY CONSULT

1556A

CONTROL ROOM

1556B

CHANGING

CT…