WCC 260-B4260-040 (L24WC650) Project Drawings 2025-07-16.pdf

PROJECT CODE: #260-B4260-040

BID SET

DATE: JULY 16, 2025

VIRGINIA COMMUNITY COLLEGE SYSTEMS

WYTHEVILLE COMMUNITY COLLEGE - 1000 E Main St, Wytheville, VA 24382

COVER SHEET

T1 COVER SHEET

ARCHITECTURE

G0.0 ACCESSIBLE AND USABLE BUILDINGS

A0.0 PROJECT DATA, SYMBOLS AND ABBREVIATIONS

A0.1 LIFE SAFETY PLAN

A0.2 FIRE PROTECTION INFORMATION

A0.3 FIRE PROTECTION INFORMATION

A0.4 FIRE PROTECTION INFORMATION

AD1.0 GROUND FLOOR DEMOLITION PLANS

A1.1 GROUND FLOOR PLANS

A2.1 ENLARGED PLANS AND DETAILS

A4.1 DOOR SCHEDULE AND DETAILS

A5.1 SECTIONS AND DETAILS

A7.1 INTERIOR ELEVATIONS

A7.2 INTERIOR DETAILS

INTERIORS

I0.0 GENERAL SHEET AND FINISH LEGEND

I1.1 FINISH FLOOR PLAN

IF1.1 FURNITURE FLOOR PLAN

MECHANICAL

M0.0 ABBREVIATIONS, LEGENDS, EQUIPMENT SCHEDULES AND NOTES - HVAC

M1.1 GROUND FLOOR PLAN - HVAC DEMOLITION AND NEW WORK

M1.2 GROUND FLOOR PLAN - PIPING

M1.3 DETAILS - HVAC

PLUMBING

P1.1 GROUND FLOOR PLAN - WATER

ELECTRICAL

E0.0 ELECTRICAL SYMBOL LEGEND & ABBREVIATIONS

E0.1 ELECTRICAL DETAILS & SCHEDULES

ED1.1 DEMOLITION PLANS

E1.1 GROUND FLOOR PLAN - LIGHTING & POWER

E4.1 ELECTRICAL RISER DIAGRAMS & PANELBOARD SCHEDULES

E7.1 GROUND FLOOR PLAN - FIRE ALARM

LOW VOLTAGE

LV0.0 LOW VOLTAGE SYMBOL LEGEND

LV0.1 LOW VOLTAGE DETAILS

LV1.1 GROUND FLOOR PLAN - LOW VOLTAGE

T1

MAIN CAMPUS

BLAND HALL RENOVATION

Architecture Engineering Planning InteriorsSF

C S.

co m

ROANOKE OFFICE (CORPORATE) CHARLOTTE OFFICE

305 SOUTH JEFFERSON STREET

ROANOKE, VA 24011-2003

800.873.2788

1927 SOUTH TRYON STREET, SUITE 207

CHARLOTTE, NC 28203

704.372.7327

LOUISVILLE OFFICE

2115 LEXINGTON ROAD, SUITE 100

LOUISVILLE, KY 40206

502.414.4545

PHILADELPHIA OFFICE

1777 SENTRY PARKWAY WEST

VEVA 17, SUITE 220

BLUE BELL, PA 19422

610.825.1288

DRAWING INDEX PROJECT DESCRIPTION

THE PROJECT INCLUDES THE LEVEL 2 ALTERATION OF PORTIONS

OF THE LOWER LEVEL OF BLAND HALL INTO THE LEARNING

RESOURCE CENTER AND THE KEGLEY ARCHIVE. THE

RENOVATIONS WILL INCLUDE DEMOLISHING EXISTING PARTITIONS;

INSTALLING NEW PARTITIONS; INSTALLING STACK SHELVING;

RENOVATING MECHANICAL, ELECTRICAL, AND FIRE ALARM

SYSTEMS; TAPPING A WATER CONNECTION; AND NEW FINISHES

THROUGHOUT THE RENOVATION AREA.

LEAD MATERIALS DISCLOSURE STATEMENT : CPSM - 4.13.5.1

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING

COMPONENTS HAS BEEN CONDUCTED AND CAN BE FOUND IN THE PROJECT

SPECIFICATIONS. THIS REPORT IS PROVIDED FOR THE CONTRACTOR’S USE

AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY

AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE

EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING

COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

ASBESTOS DISCLOSURE STATEMENT : CPSM - 4.12.2.3

AN ASBESTOS INSPECTION WAS PERFORMED AND ACM WAS FOUND

GENERALLY IN THE AREA INDICATED. THE ASBESTOS INSPECTION REPORT

IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS. THE

OWNER SHALL SUBMIT AN APPLICATION FOR PERMIT TO HAVE THE

ASBESTOS-CONTAINING MATERIALS ABATED BY A LICENSED ASBESTOS

CONTRACTOR UNDER A SEPARATE CONTRACT USING APPROVED

PROCEDURES PRIOR TO ISSUING A NOTICE TO PROCEED TO THE GENERAL

CONTRACTOR. ANY ACM THAT IS TO REMAIN AND THE NEW NON

ASBESTOS-CONTAINING MATERIAL SHALL BE LABELED ACCORDINGLY. THE

ASBESTOS ABATEMENT CONTRACTOR SHALL MARK UP THE AS-BUILT

DRAWINGS RESULTING FROM ITS WORK TO INCLUDE AREAS WHERE

ASBESTOS WAS ABATED, AREAS WHERE ASBESTOS WAS ENCAPSULATED,

AND AREAS WHERE ACM EXIST BUT WERE LEFT IN PLACE. THE GENERAL

CONTRACTOR SHALL REVIEW AND CERTIFY THE LOCATIONS WHERE ACM

WAS ABATED, AREAS WHERE ACM WAS ENCAPSULATED AND AREAS

WHERE ACM WAS LEFT IN PLACE AS MARKED ON THE AS-BUILT DRAWINGS

AND WILL PROVIDE THE DRAWINGS TO THE ARCHITECT.

DIG NOTICE

CPSM - 5.8.6.2.11

CONTACT VIRGINIA 811 AT 811, 1-800-552-7001, OR HTTPS://WWW.VA811.COM

NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE

SOIL UNTIL DIG TICKET HAS BEEN PROCESSED.

DESIGN LIVE LOADS FOR ALL FLOORS

BLAND HALL LRC RENOVATION

LRC AREA: 100 PSF

CORRIDORS: 100 PSF

ARCHIVE STORAGE: SPECIFIED WEIGHT OF STORAGE SHELVING

ALL OTHER AREAS ON SLAB-ON-GRADE: 100 PSF

ROOF: 30 PSF

LIBRARY STACK ROOMS: 150 PSF (1000 LB CONCENTRATED)

STRUCTURAL OBSERVATIONS : NONE REQUIRED FOR THIS PROJECT

DESIGN CRITERIACODE INFORMATION

VCC OCCUPANCY GROUP

VCC CONSTRUCTION TYPE

FIRE PROTECTION SPRINKLER SYSTEM

ALLOWABLE BUILDING HEIGHT IN STORIES

ALLOWABLE AREA PER FLOOR

ALLOWABLE BUILDING HEIGHT

MAXIMUM COMMON PATH OF TRAVEL

MAXIMUM TRAVEL DISTANCE

MAXIMUM LENGTH OF DEAD END CORRIDOR

EDUCATIONAL - STUDENTS

ABOVE 12TH GRADE

B - BUSINESS

IIB

NO

3 504.4

23,000 SF 506.2

55 FT 504.3

75 FT 1006.2.1

200 FT 1017.2

20 FT 1020.4

FIRE RESISTANCE REQUIREMENTS

EXTERIOR NON-LOAD BEARING WALLS 705.5

FIRE WALLS

SMOKE BARRIERS

INTERIOR BEARING WALLS 601

FLOOR CONSTRUCTION 601

ROOF CONSTRUCTION 601

1 HR

0 HR

EXITS AND STAIRS 1023.2

SHAFTS - fewer than 4 stories 713.4

0 HR

0 HRSTRUCTURAL MEMBERS 601

0 HR

BUILDING AREA PER THE CPSM:

GROUND FLOOR 13,048 SF

FIRST FLOOR 13,708 SF

TOTAL GSF PER CPSM 26,756 SF

BUILDING HEIGHT

NUMBER OF FLOORS BELOW GRADE: 0

NUMBER OF FLOORS ABOVE GRADE: 2

BUILDING HEIGHT: 32'-2" TO HIGHEST POINT

GROUND FLOOR - PRE-RENOVATION

PER 2005 DOCUMENTS

PROJECT STATISTICS - BLAND HALL

EXTERIOR LOAD BEARING WALLS 601 0 HR

0 HR

SEISMIC CATEGORY B

RISK CATEGORY II (NON-ESSENTIAL)

1 HR

NONE REQUIRED

BUILDING AREA PER VCC

GROUND FLOOR (GROSS)

RENOVATED AREA: 7,726 SF

AREA NOT AFFECTED BY RENOVATION: 4,714 SF

TOTAL GROSS FLOOR AREA PER VCC: 12,440 SF

FIRST FLOOR,

TOTAL GROSS FLOOR AREA (NO WORK) 13,109 SF

TOTAL PER VCC: 25,549 SF

AT BUSINESS

OCCUPANCY

M - MERCANTILEA-3 - ASSEMBLY

55 FT55 FT

NONO

IIBIIB

12,500 SF9,500 SF

RETAIL STORE

(FIRST FLOOR)

LIBRARY

75 FT 75 FT

200 FT 200 FT

20 FT20 FT

10' < X

NONE REQUIRED

BUILDING OCCUPANT LOADEGRESS CAPACITY - GROUND FLOOR

VESTIBULE 100 TO EXTERIOR 340

LRC 101A 340

LRC 101B 340

LRC 101X TO EXTERIOR 170

VESTIBULE 109 TO EXTERIOR 340

EXIT ACCESS STAIR #1 TO EXTERIOR 170

SFCS COMMISSION NUMBER: 20301.13

BUILDING VOLUME:

CALCULATED INSIDE FACE OF WALL TO BOTTOM OF ROOF DECK

GROUND FLOOR

RENOVATED 115,190 CF

UNRENOVATED 60,311 CF

TOTAL 175,501 CF

FIRST FLOOR (NO WORK) 184,541 CF

TOTAL BUILDING VOLUME 360,041 CF

^OCCUPANT LOAD CALCULATED PER VCC 2021.

REFER TO SHEET A0.1 FOR OCCUPANT LOAD TABLE.

OWNER:

WYTHEVILLE COMMUNITY COLLEGE

1000 EAST MAIN STREET

WYTHEVILLE, VA 24382

CONTACT: DAVID DICKENS

(276) 233-4774

DDICKENS@WCC.VCCS.EDU

HIGH PERFORMANCE BUILDINGS ACT COMPLIANCE

IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT,

THE BUILDING IS EXEMPT FROM COMPLIANCE

BECAUSE THE COST OF THE RENOVATIONS DOES NOT EXCEED

50% OF THE VALUE OF THE BUILDING.

CPSM 5.8.6.2.28.

LOCAL PUBLIC SAFETY PERSONNEL UTILIZE WIRELESS

COMMUNICATIONS.

STATE OF VIRGINIA CPSM 2025 EDITION, REVISION 0

DATED MARCH 17, 2025

2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE

2021 VIRGINIA EXISTING BUILDING CODE

2021 VIRGINIA CONSTRUCTION CODE

2021 VIRGINIA PLUMBING CODE

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA BUILDING AND FIRE CODE REGULATIONS

2021 VIRGINIA FUEL GAS CODE

ADA90- TITLE II : (PER CPSM 4.2, P.81)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN: CHAPTER 2

ICC A117.1-2017: CHAPTERS 1, 3-11

2016 ASHRAE 90.1

2019 NFPA 72 NATIONAL FIRE ALARM CODE

2020 NFPA 70 NATIONAL ELECTRICAL CODE

VEBC - CHAPTER 6 - LEVEL 2 ALTERATION

VIRGINIA ENERGY CONSERVATION CODE COMPLIANCE

1. IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION

CODE (VECC), THE BUILDING SHALL COMPLY WITH ASHRAE

90.1-2019 SECTIONS 6, 8, 9, & 10.

a. PROJECT SCOPE DOES NOT INCLUDE ALTERATIONS TO

THE BUILDING ENVELOPE.

b. SECTION 6 HVAC COMPLIANCE WILL BE VIA

ii. Sections 6.4 – Mandatory Provisions and 6.5 – Prescriptive Path

c. SECTION 8 POWER COMPLIANCE WILL BE VIA

i. SECTION 8.4 – MANDATORY PROVISIONS

d. SECTION 9 LIGHTING COMPLIANCE WILL BE VIA

i. SECTION 9.5 – BUILDING AREA METHOD

BUSINESS & MERCANTILE

ASSEMBLY - A-3

MINIMUM INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.13, NON-SPRINKLERED

INTERIOR EXIT

STAIRWAYS AND RAMPS

AND EXIT PASSAGEWAYS

CORRIDORS AND ENCLOSURES

FOR EXIT ACCESS STAIRWAYS

AND RAMPS

ENCLOSED

SPACES

A

A

A

B

C

C

GROUND FLOOR - RENOVATED 228^

DIFFERENCE (-59)

FIRST FLOOR (NO WORK) 149

BUILDING TOTAL 377

VICINITY MAP

LOCATION MAP

PROJECT

SITE

PROJECT

SITE

NORTH

NORTH

PE

PP

ER

S

FE

RRY

ROAD

COMMUNITY BLVD

WYTHEVILLE

COMMUNITY

COLLEGE

WYTHEVILLE

PE

PP

ER

S F

ER

RY

RD

1 HRCORRIDORS 1020.2

CPSM 5.8.6.2.29.

WYTHEVILLE COMMUNITY COLLEGE HAS A RISK MANAGEMENT

PLAN AND AN EMERGENCY RESPONSE PLAN IN PLACE FOR THE

WYTHEVILLE LOCATION WHICH INCLUDES ALL BUILDINGS AND

GROUNDS.

WYTHEVILLE COMMUNITY COLLEGE HAS AN EXISTING

ADDRESSABLE FIRE ALARM SYSTEM.

MINIMUM CORRIDOR WIDTH 1020.3

44 INOCC LOAD > 50

OCC LOAD < 50 36 IN

ORIGINAL CONSTRUCTION DOCUMENTS DATED 12/05/1968. APPLICABLE BUILDING CODE AT TIME

OF ORIGINAL DRAWINGS WAS VFSR.

BLAND HALL HAS A FIRE ALARM SYSTEM IN PLACE AND IN OPERATION.

FIRE ALARM

07/16/2025

Chios Walker

07/16/2025

APPROACH DIRECTION

TABLE 404.2.3.3-MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS

PERPENDICULAR TO DOORWAY

MINIMUM MANEUVERING CLEARANCES

(BEYOND STOP OR LATCH SIDE UNLESS NOTED)

PARALLEL TO DOORWAY

FROM FRONT

FROM NONLATCH SIDE

FROM LATCH SIDE 24 INCHES (610 MM)

22 INCHES (560 MM)

0 INCHES (0 MM)

42 INCHES (1065 MM)

42 INCHES (1065 MM)

52 INCHES (1320 MM)

BEYOND POCKET OR HINGE SIDE.1

(A) FRONT APPROACH - NEW BUILDINGS

FIG. 404.2.3.3

MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS

(D) STOP OR LATCH APPROACH

M

IN

24 MIN

APPROACH DIRECTION

TABLE 404.2.3.2-MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

PERPENDICULAR

TO DOORWAY

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS

(BEYOND LATCH UNLESS NOTED)

PARALLEL TO DOORWAY

FROM FRONT

FROM HINGE SIDE

18 INCHES (455 MM)

FROM FRONT

PULL

60 INCHES (1525 MM)

52 INCHES (1320 MM)

60 INCHES (1525 MM)

DOOR SIDE

TYPE OF USE

PUSH

PULL

FROM HINGE SIDE PULL

FROM HINGE SIDE PUSH

FROM LATCH SIDE PULL

FROM LATCH SIDE PUSH

ADD 6 INCHES (150 MM) IF CLOSER AND LATCH PROVIDED.1

ADD 6 INCHES (150 MM) IF CLOSER PROVIDED.2

ADD 12 INCHES (305 MM) BEYOND LATCH IF CLOSER AND LATCH PROVIDED.3

BEYOND HINGE SIDE. 4

54 INCHES (1370 MM)

42 INCHES (1065 MM)

48 INCHES (1220 MM)

42 INCHES (1065 MM)

0 INCHES (0 MM)

36 INCHES (915 MM)

42 INCHES (1065 MM)

22 INCHES (560 MM)

24 INCHES (610 MM)

24 INCHES (610 MM)

(A) FRONT APPROACH, PULL SIDE

18 MIN

(B) FRONT APPROACH, PUSH SIDE,

NEW BUILDINGS

*IF BOTH CLOSER AND LATCH ARE PROVIDED

12 MIN*

NEW BUILDINGS, SIZE AND OVERLAP

6 MAX

(A) ELEVATION

FIG. 306.2

TOE CLEARANCE

(A) ELEVATION

FIG. 306.3

KNEE CLEARANCE

9 M

IN

11 MIN

8 MIN

M

IN

FIG. 606.3

HEIGHT OF LAVATORIES AND SINKS

(B) PARALLEL

FIG. 305.5

POSITION OF CLEAR FLOOR SPACE

(A) FORWARD

M

IN

30 MIN

FIG. 607.5

LOCATION OF BATHTUB CONTROLS

SE

C

TI

O

N

.4

.1

5 -

8 -

0-9

- 3

- 1

3 -

M

IN

M

IN

H

EA

D E

N D

W

AL

L

BACK WALL

12 MAX

24 MIN

24 MAX

C O

N

TR

O L

EN

D

W

AL

L

M

IN

4 M

AX

FIG. 607.4.2 (B)

GRAB BARS FOR BATHTUBS WITH REMOVEABLE SEATS

H

EA

D E

N D

W

AL

L

BACK WALL

FIG. 607.2 (A)

CLEARANCE FOR BATHTUBS

C O

N

TR

O L

EN

D

W

AL

L

LENGTH OF TUB

WITH REMOVABLE IN TUB SEATS

M

IN

FIG. 305.3.1

SIZE OF CLEAR FLOOR SPACE

GRAB BARS IN STANDARD

ROLL-IN-TYPE SHOWERS

CONTROL

WALL

SIDE

WALL

SEAT

WALL

M

IN

M

IN

60 MIN

FIG. 608.2.2.2

STANDARD ROLL-IN-TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

NOTE: INSIDE FINISHED DIMENSIONS MEASURED

AT THE CENTER POINTS OF OPPOSING SIDES

CONTROL

WALL

SIDE

WALL

6 M

AX

SEAT

WALL

FIG. 608.3.2 (B)

WITH SEAT

6 MAX

CONTROL

WALL

M

IN 12

M

AX

16 MIN

27 MAX

FIG. 608.4.2

STANDARD ROLL-IN-TYPE SHOWER

CONTROLS AND HANDSHOWER LOCATION

WITH SEAT

FIG. 307.4

REDUCED VERTICAL CLEARANCE

FIG. 308.2.2 (B)

OBSTRUCTED HIGH FORWARD REACH

M

AX

>510 - 635 >20 - 25

M

AX11

M

AX

255 - 610

>10 - 24 MAX

FIG. 308.3.2 (B)

OBSTRUCTED HIGH SIDE REACH

1 1

/2

MI

N

SE

C

TI

O

N

.3

M

IN

24 MIN

42 MAX

FIG. 604.7.1 (A)

DISPENSER OUTLET LOCATION

PROTRUDING DISPENSER

BELOW GRAB BAR

FIG. 604.5.1

SIDE WALL GRAB BAR FOR

WATER CLOSET

NOTE: FOR CHILDREN'S DIMENSIONS SEE

FIG. 609.4.2

990 - 1040 39 - 41

M

IN

0 -

- 4

FIG. 604.5.2

REAR WALL GRAB BAR FOR

WATER CLOSET

NOTE: FOR CHILDREN'S DIMENSIONS SEE

FIG. 609.4.2

SE

C

TI

O

N

.4

.1 x > x >

4 MAX

x > x >

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

M

IN

M

AX

FIG. 307.2

LIMITS OF PROTRUDING OBJECTS

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

M

IN

M

AX

10 MAX

SEAT HEIGHT

FIG. 604.4

WATER CLOSET SEAT HEIGHT

NOTE: FOR CHILDREN'S DIMENSIONS SEE

FIG. 604.11.4

0 -

- 1

FIG. 604.2 (A)

WATER CLOSET LOCATION

ACCESSIBLE WATER CLOSETS

FIG. 604.3

CLEARANCE FOR WATER CLOSET

OTHER FIXTURES NOT

ALLOWED WITHIN

THIS AREA

60 MIN

405 - 455 16 - 18

M

IN

M

IN

M

AX

x < x <

SE

C

TI

O

N

.4

.1

IN EXISTING BUILDINGS AND FACILITIES, THE DIMENSION PERPENDICULAR TO THE DOOR OR GATE FOR THE FRONT

DIRECTION ON THE PUSH SIDE SHALL BE 48 INCHES (1220 MM) MINIMUM.

M

IN

(H) LATCH APPROACH, PUSH SIDE

* 48 MIN (1220) IF CLOSER IS PROVIDED

FIG. 404.2.3.2

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES

M

IN

24 MIN

* 54 MIN (1370) IF CLOSER PROVIDED

(F) HINGE APPROACH, PUSH SIDE

* 48 MIN (1220) IF BOTH CLOSER AND LATCH

PROVIDED

22 MIN

M

IN

(G) LATCH APPROACH, PULL SIDE

(E) HINGE APPROACH, PULL SIDE

M

IN

42 MIN

(D) HINGE APPROACH, PULL SIDE

36 MIN 15

M

IN

(C) FRONT APPROACH, PUSH SIDE

EXISTING BUILDINGS FOOTNOTE 5

*IF BOTH CLOSER AND LATCH ARE PROVIDED

12 MIN*

M

IN

M

IN

24 MIN

M

IN

(C) POCKET OR HINGE APPROACH

22 MIN 10

M

IN

(B) FRONT APPROACH - EXISTING BUILDINGS

FOOTNOTE 2

M

IN

60 MIN

FIG. 304.3.1.1

CIRCULAR TURNING SPACE

OVERLAP OF KNEE

AND TOE CLEARANCE

67 MIN

M

AX

EXISTING BUILDINGS, SIZE AND

OVERLAP

FIG. 304.3.1.2

CIRCULAR TURNING SPACE

OVERLAP OF KNEE

AND TOE CLEARANCE

M

AX

NEW BUILDINGS

52 MIN

M

AX

CONTROL

END WALL

M

IN

NEW BUILDINGS, OPTION 2

FIG. 304.3.2.1 (B)

T SHAPED TURNING SPACE

64 MIN

M

IN

11 MIN 1065

42 MIN

11 MIN

M

IN

M

IN

NEW BUILDINGS, OPTION 3

FIG. 304.3.2.1 (C)

T SHAPED TURNING SPACE

64 MIN

12 MIN 1015

40 MIN

12 MIN

M

IN

M

IN

M

IN

52 MIN

M

IN

0 -

- 3

12 MAX

42 MIN

54 MIN

36 MIN

6 MAX

0 -

- 3

42 MIN

60 MIN

M

IN

D

O O

R

W

ID

TH

D

O

TH

FIG. 404.2.5 (B)

TWO DOORS OR GATES IN A SERIES

- NEW BUILDINGS

60 MIN

FIG. 404.2.5 (A)

TWO DOORS OR GATES IN A SERIES

- NEW BUILDINGS

M

IN

60 MIN

FIG. 404.2.5 (C)

TWO DOORS OR GATES IN A SERIES

- NEW BUILDINGS

M

IN

D

O

TH

FIG. 404.2.5 (D)

TWO DOORS OR GATES IN A SERIES

- EXISTING BUILDINGS

M

IN

60 MIN 12

M

IN

D O

TH

D O

TH

FIG. 404.2.5 (E)

TWO DOORS OR GATES IN A SERIES

- EXISTING BUILDINGS

FIG. 404.2.5 (F)

TWO DOORS OR GATES IN A SERIES

- EXISTING BUILDINGS

M

IN

D

O

TH

60 MIN

12 MIN

FIG. 505.10.2

TOP HANDRAIL EXTENSION

AT STAIRS

x x

FIG. 505.10.3

BOTTOM HANDRAIL EXTENSION

AT STAIRS

PE

R

.2 .2

60 MIN

X = TREAD DEPTH

FIG. 607.4.2 (A)

LAVATORY

COMPLYING WITH

SECTION 606

PERMITTED

4 M

AX

2'

1'

SC

AL

E:

'-0

1'

2' 3'

SC

AL

E:

/4

'-0

1/

2' 1'

SC

AL

E:

'-0

1'

2'

1' 2'

SC

AL

E:

/2

'-0

4'

8'

SC

AL

E:

/8

'-0

2'

4' 8'

SC

AL

E:

/4

'-0

1'

2' 4'

SC

AL

E:

/2

'-0

2'

4' 6'

SC

AL

E:

/8

'-0

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

:PROJECT ENGINEER

DRAWING

COMM. NO. DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

JULY 16, 2025

WCC MAIN CAMPUS -

BLAND HALL RENOVATION

WYTHEVILLE, VA

BID SET

BLB/CYW

GENERAL NOTES

BLB

PROJECT CODE: #260-B4260-040

Autodesk Docs://20301.13 - Wytheville CC - Student Success Renovation/20301.13 - WCC Bland Hall LRC Renovation - ARCH Central.rvt

DDP

BLB

20301.13

ACCESSIBLE AND

USABLE BUILDINGS

G0.0

CIW/AMJ

PLAN NORTH

Equipment Not In Contract

Equipment Number

Matchline

Center Line

Plan Spot Elevation

Glass Type

Window Type

Storefront Type

Revision Number

Toilet Accessories

Partition Information

Door Information

Room Information

North Symbol

Column Grid Line

Plan Note

ARCHITECTURAL SYMBOLS ARCHITECTURAL SYMBOLS

SF2

A

UNLESS NOTED OTHERWISE

VEST

W/O

WHL CHR

W/

TRN

TYP

UNO

TOW

TLT

TOJ

TOM

TOS

VESTIBULE

WHEELCHAIR

WITHOUT

WITH

TOP OF JOIST

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

TRAINING

TYPICAL

TOILET

RECPT

SPEC

STOR

STRUCT

RM

RO

SHT

SCHED

PT

R

RE

OC

OD

RECEPTION

SCHEDULED

STRUCTURAL

ROUGH OPENING

SPECIFICATION

STORAGE

ROOM

SHEET

ON CENTER

OUTSIDE DIAMETER

PRESSURE TREATED

RADIUS

REFER

CONCRETE MASONRY UNIT

FIRE RETARDANT TREATED

LP

NA

NIC

MO

NTS

MACH

MAINT

MECH

ISOL

JAN

LOC

HR

IL

INT

ID

LOW POINT

MECHANICAL

MAINTENANCE

MASONRY OPENING

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

MACHINE

ISOLATION

INSIDE DIAMETER

INDEPENDENT LIVING

LIMITS OF CONSTRUCTION

JANITOR CLOSET

HOUR

INTERIOR

EXIST

GWB

GALV

HP

EXT

FL

FRT

ELEC

ELEV

EQ

EQUIP

EL

DIA

EJ

EB

EXISTING

EXTERIOR

GALVANIZED

GYPSUM WALL BOARD

HIGH POINT

FLOOR

DIAMETER

ELECTRICAL

ELEVATOR

EQUIPMENT

ELEVATION

EXPANSION JOINT

EXPANSION BOLT

EQUAL

CONC

CW

CONF

CONT

CONTR

CI

CMU

CJ

ARCH

BLDG

BLKG

AB

ALT

AFF

ADD

CAST IRON

CONCRETE

CASEWORK

CONFERENCE

CONTINUOUS

CONTRACTOR

CONTROL JOINT

ADDENDUM

ALTERNATE

BLOCKING

ABOVE FINISH FLOOR

ARCHITECTURAL

ANCHOR BOLT

BUILDING

FEC FIRE EXTINGUISHER CABINET

FIBERGLASS REINFORCED POLYESTERFRP

OH OPPOSITE HAND

EPS EXTRUDED POLYSTYRENE SA SELF-ADHERING

EWC ELECTRIC WATER COOLER

F FILLER

CORR CORRIDOR

SIM SIMILAR

HORZ HORIZONTAL

DEFS DIRECT APPLIED EXTERIOR FINISH SYSTEM

CR CHAIR RAIL

CG CORNER GUARD

HR HANDRAIL

DWG DRAWING

RES RESIDENT

VIF VERIFY IN FIELD

MTD MOUNTED

WRB WEATHER RESISTANT BARRIER

Curtain Wall TypeCW2

InteriorElevation:

Multiple Elevation

COLUMN NUMBER

PARTITION TYPE FIRE RATING

(IF APPLICABLE)

INDICATES ACOUSTIC

INSULATION

(IF APPLICABLE)

XX

OPENING NUMBER

RE: SPECIFICATIONS

FOR HARDWARE SET

DOOR MARK

(IF DIFFERENT FROM OPENING NUMBER)

ROOM NAME

ROOM NUMBER

DETAIL LETTER

SHEET NUMBER DRAWN

"CW" PREFIX

GLASS TYPE

NUMBER

"SF" PREFIX

N.I.C.

NOTE: THESE ARE STANDARD SYMBOLS AND ALL SYMBOLS NOTED ON THIS SHEET MAY NOT APPLY.

89.2

CL

Room name

WINDOW TYPE

A101R101

MATCHLINE A

RE: A101

S A1

Wood Blocking

Sand, Cement, Grout

Gypsum Wall Board

Glass

Plywood

Batt Insulation

Rigid Insulation

Finish Wood

Concrete Masonry Units

Steel

Brick

Cast-in-place Concrete

Porous Fill (Stone Or Gravel)

Earth

New Construction

Dimension Line

Building Elevation

Limits Of Construction

1'-2" 6' - 0" FINISH FACE

OF PARTITION

Name

Elevation

L.O.C.

-RFI 004 Supplemental Drawing Reference Number

T20 "T" PREFIX

BR BEDROOM

FE FIRE EXTINGUISHER

FE FINISHED END

FIRE SEPARATION DISTANCEFSD

LF LINEAR FOOT

PD PARKING DRAIN

NOTE: THESE ARE STANDARD SYMBOLS AND ALL SYMBOLS NOTED ON THIS SHEET MAY NOT APPLY.

ARCHITECTURAL ABBREVIATIONS

Plan Detail Reference

Enlarged Plan Reference

Plan & Vertical Section Reference

Section Detail Reference

SECTION

NUMBER

SHEET NUMBER DRAWN

DETAIL

NUMBER

SHEET NUMBER DRAWN

DETAIL NUMBER

SHEET NUMBER DRAWN

DETAIL NUMBER

SHEET NUMBER DRAWN

INDICATES DIRECTION OF CUT

INDICATES DIRECTION OF CUT

A101

R101

A102A108

A102A108

SHEET NUMBER TAKEN

SHEET NUMBER TAKEN

A101

R101

A102A108

SHEET NUMBER TAKEN

SHEET NUMBER TAKEN

A

A

A

A

SHEET NUMBER TAKEN

2'

1'

SC

AL

E:

'-0

1'

2' 3'

SC

AL

E:

/4

'-0

1/

2' 1'

SC

AL

E:

'-0

1'

2'

1' 2'

SC

AL

E:

/2

'-0

4'

8'

SC

AL

E:

/8

'-0

2'

4' 8'

SC

AL

E:

/4

'-0

1'

2' 4'

SC

AL

E:

/2

'-0

2'

4' 6'

SC

AL

E:

/8

'-0

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

:PROJECT ENGINEER

DRAWING

COMM. NO. DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

JULY 16, 2025

WCC MAIN CAMPUS -

BLAND HALL RENOVATION

WYTHEVILLE, VA

BID SET

BLB/CYW

GENERAL NOTES

BLB

PROJECT CODE: #260-B4260-040

Autodesk Docs://20301.13 - Wytheville CC - Student Success Renovation/20301.13 - WCC Bland Hall LRC Renovation - ARCH Central.rvt

DDP

BLB

20301.13

PROJECT DATA,

SYMBOLS AND

ABBREVIATIONS

A0.0

UP

DN

DN

UP

DN

Existing Classroom, N.I.C.

Exist Testing Center, N.I.C.

TESTING

PROCTOR(S)

PEARSON VUE

TESTING

Exist Women's N.I.C.

x106

Exist Jan. N.I.C.

x107

Exist Men's Toilet N.I.C.

x108

Existing Corridor, N.I.C.

120x

TESTING ENTRY

104A

STACKS

VESTIBULE

VEST.

119a

Existing Mech Room N.I.C.

x110

/0

.2

68/0.2

68/0.2

68/0.2

68/0.2

68/0.2

68/0.2

EXIT ACCESS

DISTANCE = 92 FEET

EXIT ACCESS DISTANCE = 78 FEET

EXIT ACCESS DISTANCE = 67 FEET

EXIT ACCESS DISTANCE = 128 FEET

EXIT ACCESS DISTANCE = 110 FEET

WORK ROOM

OFFICE

DIGITAL

RESOURCES

COLLAB ROOM 1

COLLAB ROOM 2

COLLAB ROOM 3

LRC

CORRIDOR

FEC

FEC

EXISTING TIERED CLASSROOM

45 SEATS, 3 ACCESSIBLE SEATING AREAS

48 TOTAL OCCUPANTS

PER RECOD DOCUMENTS 2005

EXISTING

FEC, V.I.F.

EX

IT

EXIT

EX

IT

/0

.2

EXISTING EXIT ACCESS STAIR

EMERGENCY EXIT ONLYOFFICE

DATA CLOSET

CORR.

102B

ACCESSIBLE

ENTRANCE

ACCESSIBLE

ENTRANCE

EMERGENCY EXIT ONLY

(ACCESSIBLE)

STAIR

#1

EXISTING 1-HOUR RATED FIRE

PARTITION PER 2005

RENOVATION DRAWINGS

EXISTING TO REMAIN

DOORS ON

EXISTING ACCESS

CONTROL

DOOR ON EXISTING

ACESS CONTROL

KEGLEY

ARCHIVE

STORAGE

ARCHIVIST

ARCHIVE FILES

ARCHIVE

SEMINAR ROOM

EXIT ACCESS DISTANCE = 84 FEET

MECHANICAL ROOM:

EXISTING FIRE-RATED CEILING

1 INCH FIRE-RATED PLASTER PER

ORIGINAL 1968 DRAWINGS

EXISTING 1-HOUR RATED FIRE

PARTITION TO REMAIN

PER 2005 RENOVATION

DRAWINGS

EXISTING 1-HOUR RATED FIRE

PARTITION TO REMAIN

PER 2005 ELEVATOR ADDITION

DRAWINGS

COMMON PATH OF

TRAVEL = 38 FEET

COMMON PATH OF

TRAVEL = 48 FEET

COMMON PATH OF

TRAVEL = 54 FEET

ACCESSIBLE

EGRESS ROUTE

COMMON PATH OF TRAVEL = 46 FEET

3' - 10"

4' - 0"

X1 X101A

101X

VESTIBULE

20' - 0"

AUTO OPENER, CARD

READER, & REX LOCATION

AUTO OPENER,

CARD READER

H.O.

H.O.

PARTITIONS INDICATED AS RATED PER PREVIOUS RECORD

DRAWINGS. RATING IS NOT REQUIRED IN CURRENT CONDITION

AS A CLOSET WITH A NONCOMBUSTIBLE FLOOR/CEILING ABOVE

INSTALLED CIRCA 2005 PER RECORD DOCUMENTS.

NEW 1-HOUR FIRE PARTITION AT CORRIDOR PER 1020.2

DOORS ON

ACCESS CONTROL

TEMPORARY FLOOR TO

CEILING CONSTRUCTION

BARRIER CONSTRUCTED PER

VCC 3306.5 AND 3306.6

4'

- 0

" C1

NOTE: GROUND FLOOR WILL REMAIN UNOCCUPIED EXCEPT FOR AUTHORIZED CONSTRUCTION

PERSONNEL THROUGHOUT CONSTRUCTION.

STAIR NO. 1 WILL BE PARTITIONED AT THE CORRIDOR TO MAINTAIN EGRESS ACCESS FROM THE FIRST

FLOOR ABOVE THROUGHOUT CONSTRUCTION.

FOLLOW FIRE-PREVENTION PLAN AND THE FOLLOWING PER SPECIFICATIONS 024119, 3.6.A:

1. FOR FIRE HAZARDS DURING DEMOLITION AND CONSTRUCTION, COMPLY WITH THE PROVISIONS

OF THE 2021 INTERNATIONAL FIRE CODE (CHAPTER 33) TO BE STRICTLY OBSERVED.

2. IN ADDITION COMPLY WITH NFPA 241-2019 FOR CONDITIONS NOT COVERED BY THE IFC.

3. REQUIREMENTS OF THE VEBC AND THE INTERNATIONAL FIRE CODE (IFC) SHALL BE STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS RELATED TO CONSTRUCTION OPERATIONS.

4"

LIFE SAFETY LEGEND

SMOKE PARTITION

1 HR SMOKE BARRIER

1 HR FIRE PARTITION

1 HR FIRE BARRIER

2 HR FIRE BARRIER

2 HR RATED FIREWALL

3 HR RATED FIREWALL

4 HR RATED FIREWALL

EXISTING RATED PARTITIONS INDICATED HERE AS

SHOWN ON PREIVOUS RECORD DRAWINGS. IF

ALTERATIONS ARE REQUIRED, CONTRACTOR TO

VERIFY EXISTING CONDITIONS PRIOR TO ALTERATION

AND NOTIFY ARCHITECT OF ANY DISCREPENCIES

BETWEEN EXISTING CONDITIONS AND CONTRACT

DOCUMENTS.

N

N

2'

1'

SC

AL

E:

'-0

1'

2' 3'

SC

AL

E:

/4

'-0

1/

2' 1'

SC

AL

E:

'-0

1'

2'

1' 2'

SC

AL

E:

/2

'-0

4'

8'

SC

AL

E:

/8

'-0

2'

4' 8'

SC

AL

E:

/4

'-0

1'

2' 4'

SC

AL

E:

/2

'-0

2'

4' 6'

SC

AL

E:

/8

'-0

N

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

N

:PROJECT ENGINEER

DRAWING

COMM. NO. DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

JULY 16, 2025

WCC MAIN CAMPUS -

BLAND HALL RENOVATION

WYTHEVILLE, VA

BID SET

BLB/CYW

GENERAL NOTES

KEYPLAN

BLB

PLAN NORTH

PLAN NORTHTRUE NORTH

TRUE NORTH

PROJECT CODE: #260-B4260-040

N.I.C.

WORK

AREA

N.I.C.

Autodesk Docs://20301.13 - Wytheville CC - Student Success Renovation/20301.13 - WCC Bland Hall LRC Renovation - ARCH Central.rvt

DDP

BLB

20301.13

LIFE SAFETY PLAN

A0.1

AJM/CIW

1/8" = 1'-0"A0.1

GROUND FLOOR LIFE SAFETY PLAN1

OCCUPANT LOAD TABLE - BLAND GROUND FLOOR

ROOM NUMBER Name AREA

AREA PER

OCCUPANT

OCCUPANCY

GROSS OR NET

OCCUPANT

LOAD

CALCULATED CLASSIFICATION

101 LRC 2263 SF 50 SF NET 46 READING ROOM

103 STACKS 1233 SF 100 SF GROSS 13 STACKS

104A, 105 TESTING ENTRY AND

OFFICE

385 SF 150 SF GROSS 3 BUSINESS AREAS

106 PEARSON VUE 149 SF 0 SF PER SEAT SEAT COUNT

107 COLLAB 1 232 SF 20 SF NET 12 EDUCATIONAL CLASSROOM AREAS

108 DIGITAL RESOURCES 117 SF 300 SF GROSS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

109 COLLAB 2 207 SF 20 SF NET 11 EDUCATIONAL CLASSROOM AREAS

110 COLLAB 3 227 SF 20 SF NET 12 EDUCATIONAL CLASSROOM AREAS

111, 113, 144 OFFICE 877 SF 150 SF GROSS 6 BUSINESS AREAS

115 KEGLEY ARCHIVE 465 SF 300 SF GROSS 2 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

116 ARCHIVIST OFFICE 189 SF 150 SF GROSS 2 BUSINESS AREAS

117 ARCHIVE FILES 130 SF 150 SF GROSS 1 BUSINESS AREAS

118 KEGLEY SEMINAR ROOM 421 SF 20 SF NET 22 EDUCATIONAL CLASSROOM AREAS

x100 STAIR AND ELEVATOR

VESTIBULE

543 SF 150 SF GROSS 4 BUSINESS AREAS

x104 EXISTING TESTING

CENTER

458 SF 20 SF NET 23 EDUCATIONAL CLASSROOM AREAS

x106, x107, x108, x120

CIRCULATION AND

RESTROOMS

2257 SF 150 SF GROSS 16 BUSINESS AREAS

x110 MECHANICAL ROOM 593 SF 300 SF GROSS 2 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM x119 EXISTING CLASSROOM 1182 SF 0 SF PER SEAT SEAT COUNT

1.

2.

NOTES:

PER VCC 1004.9 - OCCUPANT LOAD SHALL BE POSTED FOR ASSEMBLY OCCUPANCY WHERE THE OCCUPANT LOAD IS GREATER THAN

50 OCCUPANTS.

SIGNAGE NOT IN CONTRACT. CONTRACTOR SHALL COORDINATE WITH OWNER AND OWNER'S REPRESENATATIVE TO PROVIDE

OCCUPANCY LOAD SIGNAGE AS REQUIRED BY CODE.

1 HR WALL - UL U465

Design No. U465

June 14, 2024

Nonbearing Wall Rating — 1 HR.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL

Certification (such as Canada), respectively.

1. Floor and Ceiling Runners — (Not Shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

1A. Framing Members* — Floor and Ceiling Runners — (Not Shown) — As an alternate to Item 1 — Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max.

ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type

SUPREME D20

QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20

STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20

TELLING INDUSTRIES L L C — Type SUPREME D24/30EQD and Type SUPREME D20

UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

1B. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CEMCO, LLC — Viper20™ Track

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track

IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track

1C. Floor and Ceiling Runners — (Not Shown) — For use with Item 2C — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC.

1D. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK

DMFCWBS L L C — ProTRAK

MBA METAL FRAMING — ProTRAK

RAM SALES L L C — Ram ProTRAK

STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK

1E. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

TELLING INDUSTRIES L L C — TRUE-TRACK™

1F. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1E — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

KIRII (HONG KONG) LTD — Type KIRII

1G. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1F — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide, attached to floor and ceiling with fasteners spaced 24 in. OC max.

STUDCO BUILDING SYSTEMS — CROCSTUD Track

1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100

IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100

1I. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track

1J. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 — For use with Item 2 L, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

RESCUE METAL FRAMING, L L C — AlphaTRAK

1K. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2M, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep, fabricated from min 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max.

CEMCO, LLC — Viper X Track

1L. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CRACO MFG INC — SmartTrack20™

1M. Framing Members* - Floor and Ceiling Runners – Not shown – In lieu of Items 1 through 1L – For use with Item 2O, proprietary channel shaped runners, min 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 20 MSG galv steel (0.0329

in. min bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max.

PANEL REY S A – SUPRA Track 20/33 mil

1N. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 – For use with Item 2P, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-5/8 in. deep fabricated from min 0.019 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

PANEL REY S A – SUPRA Track 20EQ/19 mil

1O. Framing Members* — Floor and Ceiling Runner — (Not Shown — Alternate to Item 1) — For use with Item 2Q, channel shaped runners pre-equipped with proprietary attachment clips. Min. 3-5/8 in. wide. Legs of top runners minimum 3-1/4 in.

wide. Legs of bottom runners minimum 1-1/2 in. wide. Runners attached to floor and ceiling with fasteners 24 in. OC max.

HYPERFRAME INC - Hypertrack

1P. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 – For use with Item 2R, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-5/8 in. deep fabricated from min. 20 EQ/22 mils. (min. 0.0221 in. thick) galvanized steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

JJC INTERNATIONAL DISTRIBUTORS — Non-structural Tracks 3-5/8″ and 6″.

1Q. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 — _For use with Item 2R, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

IRONLINE METALS LLC — Bantam Track.

2. Steel Studs — Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max.

Studs to be cut 3/4 in. less than assembly height.

2A. Framing Members* — Steel Studs — As an alternate to Item 2 — Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type

SUPREME D20

QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20

STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20

TELLING INDUSTRIES L L C — Type SUPREME D24/30EQD and Type SUPREME D20

UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

2B. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

CEMCO, LLC — Viper20™

CRACO MFG INC — SmartStud20™

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™

IMPERIAL MANUFACTURING GROUP INC — Viper20™ ttom edges of the wall.

2C. Steel Studs — (As an alternate to Item 2, For use with Item 1C) — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. See materials in Item(s) 4 that require Item 2C studs.

2D. Framing Members* — Steel Studs — As an alternate to Items 2 through 2C — For use with Item 1D and 4G only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD

DMFCWBS L L C — ProSTUD

MBA METAL FRAMING — ProSTUD

RAM SALES L L C — Ram ProSTUD

STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD

2E. Framing Members* — Steel Studs — As an alternate to Items 2 through 2D — For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2

in. less than assembly height.

TELLING INDUSTRIES L L C — TRUE-STUD™

2F. Framing Members* — Steel Studs — As an alternate to Items 2 through 2E — For use with Item 1F, channel shaped studs, min 3-5/8 in. wide fabricated from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

KIRII (HONG KONG) LTD — Type KIRII

2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 through 2F — For use with Item 1G. Proprietary channel shaped studs, minimum 3-5/8 in. wide, Studs to be cut 1/2 in. less than the assembly height.

STUDCO BUILDING SYSTEMS — CROCSTUD

2H. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1I, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™

2I. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.

EB METAL INC — NITROSTUD

2J. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.

OLMAR SUPPLY INC — PRIMESTUD

2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1B (3-5/8 in. wide track), channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 1-1/4 in. wide by 3-5/8 in. deep, spaced a max of 24 in.

OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™

2L. Framing Members* — Steel Studs — As an alternate to Items 2 — For use with Item 1J, channel shaped studs, min 3-5/8

in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

RESCUE METAL FRAMING, L L C — AlphaSTUD

2M. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1K, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/4 in. less in length than assembly height.

CEMCO, LLC — Viper X

2N. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1L, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

CRACO MFG INC — SmartStud20™

2O. Framing Members* - Steel Studs – Not Shown – In lieu of Items 2 through 2N – For use with Item 1M, proprietary channel shaped steel studs, min 1-5/8 in. wide by min 3-5/8 in. deep fabricated from min 20 MSG galv steel (0.0329 in. min bare metal thickness) spaced 24 in. OC max. Studs cut 3/4 in. less in length than assembly height.

PANEL REY S A – SUPRA Stud 20/33 mil

2P. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 – For use with Item 1N, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep with 1/4 in. return lips fabricated from min 0.019 in. thick galv steel, spaced 24 in. OC max. Studs cut 3/4 in. less in length than assembly height.

PANEL REY S A – SUPRA Stud 20EQ/19 mil

2Q. Framing Members* — Steel Studs — (Not Shown — Alternate to Item 2, For use with Item 1O) — Channel shaped steel studs with attachment clips at top and bottom, min 3-5/8 in. depth, spaced a max of 24 in. OC. Studs clipped into floor and ceiling runners (Item 1O). Max 2-3/8 in. extension reveal from top of stud to inside of ceiling runner.

HYPERFRAME INC— Hyperstud

2R. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 – For use with Item 1P, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min. 20 EQ/22 mils. (min. 0.0221 in. thick) galvanized steel, spaced 24 in. OC max. Studs cut 3/4 in. less in length than assembly height.

JJC INTERNATIONAL DISTRIBUTORS — Non-structural Studs 3-5/8″ and 6″.

2R. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 – For use with Item 1Q, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min. min. 0.018 in. thick galvanized steel, spaced 24 in.

OC max. Studs cut 3/4 in. less in length than assembly height.

IRONLINE METALS LLC — Bantam Stud.

3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity.

See Batts and Blankets (BZJZ) category for names of Classified companies.

ROCKWOOL — Type AFB, min. density 1.69 pcf / 27.0 kg/m3

ROCKWOOL MALAYSIA SDN BHD — Type Acoustical Fire Batts

3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product.

Applegate Greenfiber Acquisition LLC — Insulmax and SANCTUARY for use with wet or dry application.

3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.

NU-WOOL CO INC — Cellulose Insulation

3C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3.

INTERNATIONAL CELLULOSE CORP — Celbar-RL

3D. Batts and Blankets* — For use with Item 8. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners.

See Batts and Blankets (BZJZ) category for names of manufacturers.

3E. Batts and Blankets* — For use with Item 4R and 4S. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance.

See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.

3F. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray-applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. To facilitate the installation of the material, any thin, woven or non-woven netting may be attached by any means possible to the outer face the studs. The material shall reach equilibrium moisture content before the installation of materials on either face of the studs. The minimum dry density shall be 5.79 lbs/ft3.

Applegate Greenfiber Acquisition LLC— Applegate Advanced Stabilized Cellulose Insulation

3G. Foamed Plastic* — As an alternate to Batts and Blankets (Items 3-3F), for use with Item 4U — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. When foamed plastic is used, minimum stud depth shall be 3-1/2 in. with min. 20 MSG thickness.

CARLISLE SPRAY FOAM INSULATION — Types SealTite ONE, SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SealTite Pro No Trim 21, SealTite Pro One Zero, Foamsulate Closed Cell, Foamsulate OCX, Foamsulate 70, and Foamsulate HFO.

3H. Foamed Plastic* — As an alternate to Batts and Blankets (Items 3-3F), for use with Item 4U — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. When foamed plastic is used, minimum stud depth shall be 3-1/2 in. with min. 20 MSG thickness.

BASF CORP - Enertite® NM, Enertite® G, FE178®, Spraytite® 178, Spraytite® 81206, Walltite® 200, Walltite® US, Walltite® US-N, Walltite® HP+, FE137®, FE158®, Spraytite® 158, Spraytite® SP, Spraytite® 81205, Spraytite® Comfort XL, Walltite® XL, Walltite® MAX, Walltite® LWP, Walltite® Plus and Enertite® Max.

4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When Steel Framing Members* (Item 6 or any alternate clips) are used, gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC.

AMERICAN GYPSUM CO — Types AG-C, AGX-1, M-Glass, LightRoc

BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1

CABOT MANUFACTURING ULC — Type X, 5/8 Type X, Type Blueglass Exterior Sheathing

CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

CERTAINTEED GYPSUM INC — Types EGRG, GlasRoc, Type X-1, Type C, 5/8" Easi-Lite Type X, Easi-Lite Type X-2, Type

LWTX

CERTAINTEED GYPSUM INC — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX

GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X, Type X ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base-Type LWX, Water Rated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX, Type DGLW, Water Rated-Type DGLW, Sheathing Type- DGLW, Soffit-Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W

NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSL, RSX.

NATIONAL GYPSUM CO — Riyadh, Saudi Arabia — Type FR, or WR

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG-C, PG-9, PG-11, PGS-WRS, PGI

PANEL REY S A — Types GREX, GRIX, PRC, PRC2, PRX, RHX, MDX, ETX, PRX2

SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air

SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1

THAI GYPSUM PRODUCTS PCL — Type X and Type C, M2Tech Type C

UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC, WRX, (Joint tape and compound, Item 5, optional for use with Type USGX)

USG BORAL DRYWALL SFZ LLC — Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type

USGX)

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4A. Gypsum Board* — (As alternate to Item 4) — Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.

Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing.

Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. When using ULIX, panels need not be staggered in horizontal applications and screw spacing can be increased to 12 in. OC in field and perimeter.

CERTAINTEED GYPSUM INC — Type X-1, Type C, Type EGRG/ GlasRoc, GlasRoc-2, Type SilentFX, Easi-Lite Type X-2

CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

CERTAINTEED GYPSUM INC — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD

GEORGIA-PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS

SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air

THAI GYPSUM PRODUCTS PCL — Type X and Type C, M2Tech Type C

UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, USGX, WRC, WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

USG BORAL DRYWALL SFZ LLC — Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type

USGX)

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in.

CGC INC — Types AR, IP-AR

UNITED STATES GYPSUM CO — Types AR, IP-AR

USG MEXICO S A DE C V — Types AR, IP-AR

4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B — Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing.

GEORGIA-PACIFIC GYPSUM L L C — Type DGG, GreenGlass Type X

4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, 4C, 4G — Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 12 in. OC along vertical edges and in the field, and12 in. along the top and bottom of the wall. When used in widths other than 48 in., gypsum panels to be installed horizontally. When studs (Item

2) spaced a max 16 in. OC, 5/8 in. thick gypsum panels applied vertically or horizontally, 1 in. long spaced 16 in. OC along vertical edges and in the field, and 16 in. OC along top and bottom of wall.

NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSMR-C

4E. Gypsum Board* — (As an Alternate to Items 4 through 4D) – Installed as described in item 4. 5/8 in. thick, 4 ft wide, applied vertically only and fastened to the studs and plates with 1 in. long Type S steel screws spaced 12 in. OC. When studs (Item 2) spaced a max 16 in. OC, 5/8” in. thick gypsum panels applied vertically or horizontally with 1 in. long Type S steel screws spaced 16 in. OC along vertical edges and in the field, and 16 in. OC along top and bottom of wall.

NATIONAL GYPSUM CO — Type SBWB

4F. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall.

For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.

RAY-BAR ENGINEERING CORP — Type RB-LBG

4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When using Types eXP-C, FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSMR-C and ULIX, panels need not be staggered in horizontal applications and screw spacing can be increased to 12 in. OC in field and perimeter.

CGC INC — Type SCX, ULIX

CERTAINTEED GYPSUM INC — Type LGFC6A, LGFC-C/A

NATIONAL GYPSUM CO — Types…