S02 - Attachment 08 - Architectural Drawings - Lake Baldwin Mental Health.pdf

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SQUARE FOOTAGES:

3RD FLOOR RENOVATION: 15,170 SQ. FT. (NET)

TOTAL SQUARE FOOTAGE: 30,340 SQ. FT. (NET)

BUILDING DATA:

CODE REFERENCE

TYPE OF CONSTRUCTION (FBC CHAPTER 6): IIB

MEANS OF EGRESS (FBC CHAPTER 10)

POPULATION/ OCCUPANCY LOAD (FROM TABLE

1004.1.2), CALCULATIONS PER TABLE THIS SHEET

OCCUPANCY

CLASSIFICATION

CORRIDOR FIRE RESISTANCE RATING:

(FROM TABLE 1020.1)

MEANS OF EGRESS

(FBC CHAPTER 10)

FIRE RESISTANCE

RATING (SPRINKLED)

OCCUPANT

LOAD

GENERAL BUILDING LIMITATIONS (FBC TABLE 504):

MAX HEIGHT

MAX STORIES

OCCUPANCY (FBC CHAPTER 3):

B

OCCUPANCY:

TOTAL # OF BLDG EXITS

(SECTION 1006.3.1)

EGRESS STAIR WIDTH PER

LEVEL (SECTION 1005.3.1)

MINIMUM CORRIDOR

AISLE WIDTH

(TABLE 1020.2)

MINIMUM CLEAR

OPENING OF EXIT

DOORS (SECTION 1010.1.1)

MAXIMUM DEAD-END

CORRIDOR (FBC 1020.4)

USE

MAXIMUM TRAVEL

DISTANCE (TABLE 1017.2.2)

MAX AREA

FBC TABLE 506.2

EXIST

2 PER STORY

AT LEAST 36"

51"

TYPE IIB (UNPROTECTED, SPRINKLERED)

SPRINKLED, B-OCCUPANCY

AREA AREA /PERSON

24' - 8'' FT

ALLOWABLE: PROVIDED:

OCCUPANTS

FIRE ALARM REQUIREMENTS:

(FBC 907, NFPA 72)

FIRE ALARM IS REQUIRED FOR GROUP B, SPRINKLED BUILDING IS PROVIDED.

PRIMARY STRUCTURAL FRAME

BUILDING ELEMENT

BEARING WALLS

EXTERIOR

INTERIOR

REQUIRED RATING

APPLICABLE CODES:

FLORIDA BUILDING CODE: SIXTH EDITION 2017

FLORIDA ACCESSIBILITY CODE: SIXTH EDITION 2017

FLORIDA MECHANICAL CODE: SIXTH EDITION 2017

FLORIDA FIRE PREVENTION CODE: SIXTH EDITION 2017

NFPA 70: NATIONAL ELECTRICAL

(EXCEPT ARTICLE 80): 2014

FLOOD DESIGN DATA:

CLADDING DESIGN DATA:

N/A

N/A

N/A

REQUIRED

300 FT

2 PER STORY

0.3

50 FT

44"

32" x (0.3)=

N/AB 0 HR

INTERIOR BUILDOUT OF TWO FLOORS.

PROJECT DESCRIPTION

PROJECT NAME: VA Lake Baldwin - Mental Health

PROJECT LOCATION: 5201 Raymond St, Orlando, FL 32803

PROJECT INFORMATION

HEIGHT INCREASE

(SECTION 504.2)

N/A

STORY INCREASE

(SECTION 504.2)

AREA INCREASE

(SECTION 506.3,

SPRINKLED, 200%

INCREASE

N/A

COMMON PATH OF EGRESS

TRAVEL (SECTION 1006.3.2 (2),

EXCEPTION 1)

63' - 3"100'

PROVIDED

OTHER EGRESS WIDTH PER

LEVEL (SECTION 1005.3.2)

0.2 x (0.2)=

EXIST

TOTAL # OF SPACE EXITS

(SECTION 1006.2.1)

22 IF GREATER

THAN

49 OCCUPANTS

EXIT PASSAGE WAY FIRE

RATING (SECTION 1023.3) N/A N/A

FIRE RATINGS (FBC CHAPTER 7):

TYPE IIB (UNPROTECTED, SPRINKLERED)

REQUIRED PROVIDED:

SHAFT ENCLOSURES

(SECTION 713.4)

2 HR. FIRE

BARRIER

2 HR.

DESCRIPTION

DOOR RATINGS AT 1 HR

RATED SHAFT

ENCLOSURES AND EXIT

PASSAGE WAYS

(TABLE 716.5)

1 1/2 HR. FIRE

RATING

EXIST TO

REMAIN

INTERIOR FINISHES (TABLE 803.11):

EXIT ENCLOSURES AND

PASSAGEWAYS

CORRIDORSOCCUPANCY ROOMS AND ENCLOSED

SPACES

CLASS -- CLASS --GROUP B CLASS --

FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS:

(TABLE 601)

NON-BEARING WALLS AND

PARTITIONS (INTERIOR)

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS

ROOF CONSTRUCTION AND

SECONDARY MEMBERS

THIRD FLOOR:

FOURTH FLOOR: *SEE TABLE G-00215,170 SF 119 PERSONS

TOTAL OCCUPANT LOAD: 283 PERSONS

MINIMUM PLUMBING FACILITES (FPC CHAPTER 4)

256, -- PERSONS PER FLOOR (TABLE 403.1)

CATEGORY WATER CLOSETS

REQUIRED PROVIDED

LAVATORIES DRINKING FOUNTAINS OTHER -

SERVICE SINK

REQUIRED PROVIDED REQUIRED PROVIDED

5 4 2 16 46

N/A

N/A

160' - 11"

AUTOMATIC SPRINKLER SYSTEMS:

(FBC 903.2.1.2 GROUP B)

AUTOMATIC SPRINKLER REQUIRED

N/A

4TH FLOOR RENOVATION: 15,170 SQ. FT. (NET)

*SEE TABLE G-00115,170 SF 164 PERSONS

3RD FLOOR

4TH FLOOR 5 4 2 16 46

A B C D E F G H

CHECK-IN

GROUP ROOM

#2A

JAN

BREAKROOM

WORK AREA

REST

REST

REST

ELECT

STG

343 STORAGE

DATA

ELECT

REST

REST

MED TREATM

MAIL

STORAGE

TRIAGE

OFFICE 26

OFFICE 27

OFFICE 28

OFFICE 29

OFFICE 30

OFFICE 31

GROUP ROOM

#1A

OFFICE 32

OFFICE 33

OFFICE 34

OFFICE 35

OFFICE 36

OFFICE 25

OFFICE 24

OFFICE 23

OFFICE 22

OFFICE 21

OFFICE 20

OFFICE 13

OFFICE 14

OFFICE 15

OFFICE 16

OFFICE 17

OFFICE 18

OFFICE 19

OFFICE 12

OFFICE 11

OFFICE 10

OFFICE 9

OFFICE 8

OFFICE 7

OFFICE 6

OFFICE 5

OFFICE 4

OFFICE 3

OFFICE 2

OFFICE 1

RESTROOM

WAITING

OVERFLOW

WAITING

CHECK-OUT

STG

OFFICE 37

OFFICE 38

OFFICE 40

OFFICE 39

OFFICE 41

OFFICE 42

OFFICE 43

OFFICE 44

OFFICE 45

OFFICE 46

OFFICE 48

OFFICE 47

OFFICE 49

OFFICE 50

SHAFT

SHAFT

SHAFT

SHAFT

SHAFT

SHAFT

18082

180 82

CPT = 63'-3"MTD = 160'-11"

CPT = 63'-3"MTD = 160'-11"MAX DEAD END = 24'-8"

MAX DEAD END = 24'-8"

FE

FE

FE

GROUP ROOM

#2B

GROUP ROOM

#1B

SYMBOLS LEGEND

FIRE ALARM CONTROL PANEL- VERIFY

LOCATION W/ OWNER

FIRE EXTINGUISHER & CABINET

FIRE EXTINGUISHER & WALL BRACKET

FACP

FE

FE

NOTE:

SEE LIGHTING PLAN FOR EMERGENCY LIGHTING FIXTURES

RATED WALLS

1 HOUR

2 HOUR

EXIT CAPACITY

180 8

CAPACITY OF EXIT

OCCUPANT LOAD

TRAVEL DISTANCE

EGRESS TRAVEL DISTANCE = 0' - 0"

CPT = 0'-0"

TRAVEL DISTANCE (TD)

COMMON PATH OF TRAVEL (CPOT)

START OF TRAVEL

DIRECTION OF TRAVEL

PRELIMINARY

NOT FOR CONSTRUCTION

MES GROUP, INC.

Project

Building

Drawing

Project

Locati

Issue Check Draw

Drawing

Approved: Project

VA FORM 08 -

A

Office of Construction and Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

PhasCONTRACTOR OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 1 group mes 550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304

Project # 2018593

FULLY

DALE A. BACIK, P.E.

Contractor:

Midwestern Construction Services, Inc.

802 4th Street SW Ruskin, FL, 33570

(855) 562-3110

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3RD FLOOR LIFE SAFETY

AND CODE DATA

VA Lake Baldwin - Mental Health100% Submission

5201 Raymond St., Orlando, Fl 32803

Issue Date AP MCP G-001

1815.03

1/8" = 1'-0"3

3RD FLOOR LIFE SAFETY

PLAN

LIFE SAFETY OCCUPANCY LOAD 3rd FLOOR

Number Name Occupant

Load Factor Calculated

Load

300 WAITING 15 29

301 WAITING OVERFLOW 0

302 GROUP ROOM #1A 100 4

303 GROUP ROOM #1B 100 4

304 GROUP ROOM #2A 100 4

305 GROUP ROOM #2B 100 4

306 RESTROOM 0

307 CHECK-IN 100 3

308 CHECK-OUT 100 2

309 TRIAGE 100 2

310 OFFICE 26 100 2

311 OFFICE 27 100 2

312 JAN 0

313 OFFICE 28 100 2

314 REST 0

315 OFFICE 29 100 2

316 OFFICE 20 100 2

317 OFFICE 30 100 2

318 OFFICE 21 100 2

319 OFFICE 31 100 2

320 OFFICE 22 100 2

321 OFFICE 32 100 2

322 REST 0

323 OFFICE 33 100 2

324 OFFICE 23 100 2

325 OFFICE 34 100 2

326 OFFICE 24 100 2

327 OFFICE 35 100 2

328 OFFICE 25 100 2

329 OFFICE 36 100 2

330 REST 0

331 BREAKROOM 100 4

332 WORK AREA 100 4

333 ELECT 0

334 STG 0

335 OFFICE 40 100 2

336 OFFICE 38 100 2

337 DATA 0

338 STORAGE 0

339 OFFICE 44 100 2

340 OFFICE 45 100 2

341 OFFICE 47 100 2

342 OFFICE 49 100 2

343 STG 0

344 ELECT 0

345 OFFICE 50 100 2

346 OFFICE 48 100 2

347 OFFICE 46 100 2

348 OFFICE 43 100 2

349 OFFICE 37 100 2

350 OFFICE 39 100 2

351 OFFICE 41 100 2

352 OFFICE 42 100 2

353 REST 0

354 OFFICE 19 100 2

355 STORAGE 0

356 OFFICE 12 100 2

357 OFFICE 11 100 2

358 OFFICE 18 100 2

359 OFFICE 10 100 2

360 OFFICE 17 100 2

361 OFFICE 9 100 2

362 OFFICE 16 100 2

363 OFFICE 8 100 2

364 REST 0

365 OFFICE 7 100 2

367 OFFICE 15 100 2

368 OFFICE 6 100 2

369 OFFICE 14 100 2

370 OFFICE 5 100 2

371 OFFICE 13 100 2

372 OFFICE 4 100 2

373 MED TREATM 100 2

374 OFFICE 3 100 2

375 MAIL 100 2

376 OFFICE 2 100 2

377 OFFICE 1 100 2

378 RESTRICTED

COORIDOR

379 PUBLIC COORIDOR 0

380 EXISTING STAIRWELL 0

381 EXISTING STAIRWELL 0

392 VESTIBULE 0

Grand total 164

Revisions: Date:

2 22

22 2

22 2

2 22

2 22

22 2

2 22

2 22

A B C D E F G H

WAITING #1

WAITING #2

CHECK-IN

407 CHECK-OUT

NURSE TRIAGE

JAN

OFFICE 1

OFFICE 2

OFFICE 3

OFFICE 4

OFFICE 5

OFFICE 6

OFFICE 1

OFFICE 2

OFFICE 3

OFFICE 4

OFFICE 5

BREAKROOM

WORK AREA

REST

OFFICE 6

NEUROP

RECORDS

POD

REST

INTERV ROOM 2

INTERV ROOM 1

EDU/ADM POD

REST

ELEC

STG

444 STORAGE

DATA

ELEC

OFFICE 15

468REST

OFFICE 14

OFFICE 13

OFFICE 12

REST

VOC REHAB OFF

INTERV ROOM 3

POD

REST

MAIL

OBS REST

OFFICE 1

OFFICE 2

OFFICE 3

OFFICE 4

OFFICE 5

OFFICE 6

OFFICE 7

OFFICE 8

OFFICE 9

OFFICE 10

OFFICE 11

STORAGE

SUB-WAITING

GROUP ROOM #1

TEAMWORK

ZONE VOC

REHAB

TEAMWORK

ZONE EXTRA

STG

PTSD OPEN

WORK AREA

OFFICE 7

OFFICE 8

GROUP ROOM #2

VESTIBULE

Public Cooridor

Restricted Cooridor

SHAFT

SHAFT

SHAFT

SHAFT

SHAFT

SHAFT

18060

180 60

CPT = x'-x"CPT = 63'-3"MTD = 160'-11"

CPT = 63'-3"MTD = 160'-11"MAX DEAD END = 24'-8"

MAX DEAD END = 24'-8"

FE

FE

FE

SYMBOLS LEGEND

FIRE ALARM CONTROL PANEL- VERIFY

LOCATION W/ OWNER

FIRE EXTINGUISHER & CABINET

FIRE EXTINGUISHER & WALL BRACKET

FACP

FE

FE

NOTE:

SEE LIGHTING PLAN FOR EMERGENCY LIGHTING FIXTURES

RATED WALLS

1 HOUR

2 HOUR

EXIT CAPACITY

180 8

CAPACITY OF EXIT

OCCUPANT LOAD

TRAVEL DISTANCE

EGRESS TRAVEL DISTANCE = 0' - 0"

CPT = 0'-0"

TRAVEL DISTANCE (TD)

COMMON PATH OF TRAVEL (CPOT)

START OF TRAVEL

DIRECTION OF TRAVEL

PRELIMINARY

NOT FOR CONSTRUCTION

MES GROUP, INC.

Project

Building

Drawing

Project

Locati

Issue Check Draw

Drawing

Approved: Project

VA FORM 08 -

A

Office of Construction and Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

PhasCONTRACTOR OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 1 group mes 550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304

Project # 2018593

FULLY

DALE A. BACIK, P.E.

Contractor:

Midwestern Construction Services, Inc.

802 4th Street SW Ruskin, FL, 33570

(855) 562-3110

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4TH FLOOR LIFE SAFETY VA Lake Baldwin - Mental Health100% Submission

5201 Raymond St., Orlando, Fl 32803

Issue Date Checker Author G-002

1815.03

1/8" = 1'-0"1

4TH FLOOR LIFE SAFETY

PLAN

LIFE SAFETY OCCUPANCY LOAD 4th FLOOR

Number Name Occupant

Load Factor Calculated

Load

400 WAITING #2 0

401 WAITING #1 0

403 GROUP ROOM #1 100 7

405 GROUP ROOM #2 100 7

406 OBS REST 0

407 CHECK-IN 100 3

408 Public Cooridor 0

409 CHECK-OUT 100 3

410 Restricted Cooridor 0

411 NURSE TRIAGE 100 2

412 OFFICE 1 100 2

413 OFFICE 2 100 2

414 JAN 0

415 OFFICE 3 100 2

416 REST 0

417 OFFICE 4 100 2

418 EDU/ADM POD 100 2

419 OFFICE 5 100 2

420 INTERV ROOM 1 100 2

421 INTERV ROOM 2 100 2

422 OFFICE 6 100 2

423 OFFICE 1 100 2

424 REST 0

425 OFFICE 2 100 2

426 POD 100 2

427 OFFICE 3 100 2

428 NEUROP RECORDS 0

429 OFFICE 4 100 2

430 OFFICE 6 100 2

431 OFFICE 5 100 2

432 REST 0

433 BREAKROOM 100 4

434 WORK AREA 100 4

435 ELEC 0

436 OFFICE 8 100 2

437 STG 0

438 OFFICE 7 100 2

439 PTSD OPEN WORK

AREA

100 5

440 DATA 0

441 STORAGE 0

442 TEAMWORK ZONE

VOC REHAB

100 5

443 TEAMWORK ZONE

EXTRA

100 5

444 STG 0

445 ELEC 0

446 REST 0

447 MAIL 100 2

448 OFFICE 1 100 2

449 OFFICE 2 100 2

450 OFFICE 3 100 2

451 POD 100 2

452 INTERV ROOM 3 100 2

453 OFFICE 4 100 2

454 VOC REHAB OFF 100 2

455 OFFICE 5 100 2

456 OFFICE 6 100 2

457 REST 0

458 OFFICE 7 100 2

459 OFFICE 12 100 2

460 OFFICE 8 100 2

461 OFFICE 13 100 2

462 OFFICE 9 100 2

463 OFFICE 14 100 2

464 OFFICE 10 100 2

465 REST 0

466 OFFICE 11 100 2

467 STORAGE 0

468 OFFICE 15 100 2

469 VESTIBULE 0

470 EXISTING STAIRWELL 0

471 EXISTING STAIRWELL 0

472 SUB-WAITING 0

Grand total 119

2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, 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, UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items 5F or 5G or 5I or 5K only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 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

2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4

in. less in lengths than assembly heights.

SUPER STUD BUILDING PRODUCTS — The Edge

2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height.

STUDCO BUILDING SYSTEMS — CROCSTUD

2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

TELLING INDUSTRIES L L C — TRUE-STUD™

2I. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2

in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only.

TELLING INDUSTRIES L L C — Viper25™

2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20™

2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in.

less than assembly height.

EB METAL INC — NITROSTUD

2L. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in.

less than assembly height.

OLMAR SUPPLY INC — PRIMESTUD

2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, 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™

2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height.

STEEL INVESTMENT GROUP L L C — AlphaSTUD

2O. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max.

RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud

2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max.

OEG BUILDING MATERIALS — OEG Stud

2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights.

CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X

3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in.

at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in.

4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5.

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

4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool 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.

4B. Batts and Blankets* — For use with Item 5K. 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.

4C. Fiber, Sprayed* — (Optional) and as an alternate to Batts and Blankets (Item 4B) where insulation is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ).

AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus

5. Gypsum Board* — 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. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:

Gypsum Board Protection on Each Side of Wall

CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE, UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC;

5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE, USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE, USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE

When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min.

thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6.

5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6.

CGC INC — Type SHX., UNITED STATES GYPSUM CO — Type FRX-G, SHX., USG MEXICO S A DE C V — Type SHX.

7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below:

a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A.

b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips.

KINETICS NOISE CONTROL INC — Type Isomax

7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below:

a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A.

b. Steel Framing Members* — Used to attach furring channels (Item 7Ca) to studs (Item 2). Clips spaced max. 48 in. OC.

GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.

PLITEQ INC — Type GENIECLIP

7D. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below:

a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A.

b. Steel Framing Members* — Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R

7E. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below:

a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E.

b. Steel Framing Members* — Used to attach furring channels (Item 7Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips.

REGUPOL AMERICA — Type SonusClip

7F. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Resilient channels and Steel Framing Members as described below:

a. Resilient Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in.

Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 5. Not for use with Item 5A and 5E.

b. Steel Framing Members* — Used to attach resilient channels (Item 7Fa) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw.

KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Clip

8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels.

Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge.

9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick.

10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control.

UNITED STATES GYPSUM CO — Type AS

11. Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints.

11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ- L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations.

12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead batten strips (Item

11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".

12A. Lead Discs — (Not Shown, for use with Item 5H) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D".

13. Lead Batten Strips — (Not Shown, For Use With Item 5E) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ- L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations.

14. Lead Tabs — (Not Shown, For Use With Item 5E) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary.

Design No. U419

Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K)

* 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) — For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in.

OC max.

1A. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max.

CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track, CRACO MFG INC — SmartTrack25™, MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track, FUSION BUILDING PRODUCTS — Viper25™ Track, IMPERIAL MANUFACTURING GROUP INC — Viper25™ Track

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

CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track, MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track, FUSION BUILDING PRODUCTS — Viper20™ Track, IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track

1C. Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 — Channel shaped, 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, UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — 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.

1E. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 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

1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

SUPER STUD BUILDING PRODUCTS — The Edge

1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 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 0.018 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, FUSION BUILDING PRODUCTS — Viper20™ Track VT100, IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100

1I. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in.

OC. max.

TELLING INDUSTRIES L L C — TRUE-TRACK™

1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max.

TELLING INDUSTRIES L L C — Viper25™ Track

1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep 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 — Viper20™ Track

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

STEEL INVESTMENT GROUP L L C — AlphaTRAK

1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2O, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track

1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

OEG BUILDING MATERIALS — OEG Track

1O. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max.

CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track

2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.

2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) — 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.

2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only.

CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™, CRACO MFG INC — SmartStud25™, MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™, FUSION BUILDING PRODUCTS — Viper25™, IMPERIAL MANUFACTURING GROUP INC — Viper25™

2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights.

CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™, MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20 ™, FUSION BUILDING PRODUCTS — Viper20™, IMPERIAL MANUFACTURING GROUP INC — Viper20™

5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 in.

or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8

in. or 3/4 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 20 MSG steel studs Item 2A with 1-1/4

in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item

11) or Lead Discs or Tabs (see Item 12).

RAY-BAR ENGINEERING CORP — Type RB-LBG

5C. Gypsum Board* — (For Use With Item 2B) — Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs.

(Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in.

from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory.

CGC INC — Type SCX., UNITED STATES GYPSUM CO — Type SCX, SGX., USG BORAL DRYWALL SFZ LLC — Type SCX, USG MEXICO S A DE C V — Type SCX

5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only.

CGC INC — Type USGX, UNITED STATES GYPSUM CO — Type USGX, USG BORAL DRYWALL SFZ LLC — Type USGX, USG MEXICO S A DE C V — Type USGX

5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2

in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 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. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4

in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.

NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco

5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in.

UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX, USG BORAL DRYWALL SFZ LLC — 5/8 in. thick Type SCX, SGX

5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item

6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows:

CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in.

thick Types IP-X3 or ULTRACODE, UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE, USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE, USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE

5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4

in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in.

thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard 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. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A).

MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum

5I. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5.

CGC INC — Type ULX, UNITED STATES GYPSUM CO — Type ULX, USG MEXICO S A DE C V — Type ULX

5J. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2

in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). 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. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max

0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".

RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall

5K. Gypsum Board* — (Not Shown) — (As an alternate to Item 5) — 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. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:

UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX

6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24

in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below.

7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in.

long Type S-12 steel screws. Not for use with Item 5A.

7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below:

a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A.

b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet.

RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels.

PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75).

FIRE PROTECTION GENERAL NOTES

1) ALL UL DETAILS SHOWN AS PERSCRIPTIVE DETAILS FOR REQUIRED PROTECTION OF SHAFTS AND OTHER OPENINGS AS DETERMINED BY ARCHITECT OF RECORD AND DETAILED UNDER CODE DATA SHEET G-001 AND G-002.

2) G.C. TO VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PERFORMING

WORK.

System No. W-L-1064

F Rating — 2 Hr T Rating — 0 Hr

1. Wall Assembly — The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.

B. Gypsum Board* — Two layers of nom 1/2 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design.

Max diam of opening is 6 in.

2. Pipe or Conduit — One nom 4 in. diam Schedule 10 (or heavier) steel pipe, steel conduit or electrical metallic tube (EMT) to be centered within opening. The annular space shall be min 1/4 in. to max 1-1/4 in. Pipe or conduit to be rigidly supported on both sides of wall assembly.

3. Forming Material* — Min 2-1/2 in. thickness of min 4.0 pcf mineral wool forming material firmly packed into annular space and stud cavity in area of wall opening as a permanent form. Forming material to be recessed min 1 in. from both surfaces of wall to accommodate the caulk fill material.

THERMAFIBER INC — Type SAF

4. Fill, Void or Cavity Material* — Caulk — Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of wall.

UNITED STATES GYPSUM CO — Type AS

System No. C-AJ-1022

F Rating — 3 Hr T Rating — 0 Hr

1. Floor or Wall Assembly — Min 3-1/4 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 10 in.

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Metallic Pipe — Nom 8 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 6 in. diam (or smaller) rigid steel conduit or nom 4 in. diam (or smaller) steel EMT. Max one steel pipe, conduit or EMT per opening, centered in opening. Pipe or conduit to be rigidly supported on both sides of floor or wall. Through opening diam to be max 1-1/2 in. larger than outside diam of steel pipe or conduit such that max annular space between pipe or conduit and edge of through opening does not exceed 3/4 in.

3. Packing Material — Min 2 in. thickness of min 6 pcf mineral wool insulation firmly packed into opening as a permanent form.

Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material.

4. Fill, Void or Cavity Materials* — Sealant — Min 1 in. thickness of fill material applied within the annulus, flush with top surface of floor or…