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FIRE RESISTANCE RATINGS - ANSI /UL 263
NONBEARING WALL RATINGS: 1, 2, 3 OR 4 HOURS (SEE ITEMS 3
AND 4)
ONE HOUR DETAILED BELOW (2 THROUGH 4 HOUR RATINGS NOT
APPLICABLE TO THIS CONTRACT)
1. FLOOR AND CEILING RUNNERS: (NOT SHOWN) CHANEL
SHAPED, FABRICATED FROM MIN. 25 MSG
CORROSION — PROTECTED STEEL, MIN. WIDTH TO ACCOMODATE
STUD SIZE, WITH MIN. 1 IN. LONG LESS, ATTACHED TO FLOOR
AND CEILING WITH FASTENERS 24 IN. O.C. MAX.
2. STEEL STUDS: CHANNEL SHAPED, FABRICATED FROM MIN.
25 MSG CORROSION — PROTECTED STEEL, MIN. WIDTH AS
INDICATED UNDER ITEM 4, MIN. 144" IN. RETURN, SPACED A
MAX. OF 24" O.0 STUDS TO BE CUT %" TO Y4" IN. LESS
THAN ASSEMBLY HEIGHT.
3. BATTS AND BLANKETS* — (OPTIONAL)— MINERAL WOOLBATTS,
FRICTION FITED BETWEEN STUDS AND RUNNERS. MIN. NOM.
THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND
BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF
CLASSIFIED COMPANIES.
3A. BATTS AND BLANKETS: (OPTIONAL). PLACED IN STUD
CAVITIES, ANY GLASS FIBER OR MINERAL WOOL INSULATION
BEARING THE UL CERTIFICATION MARKING AS TO SURFACE
BURNING CHARACTERISTICS AND /OR FIRE RESISTANCE. SEE
BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR
NAMES OF CLASSIFIED COMPANIES.
4. 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 LAYER (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 BUTT JOINTS IN
ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN.
OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE
1 HR IS W.
5. FASTENERS —(NOT SHOWN) —TYPE S OR S -12 STEEL
SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR
FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN.
LONG FOR Y2 AND 5/8 IN. THICK PANELS OR 14 IN. LONG
FOR 3/4 IN. THICK PANELS, SPACED 8 IN. O.C. WHEN PANELS
ARE APPLIED HORIZONTALLY, OR 8 IN. O.C. ALONG VERTICAL
AND BOTTOM EDGES AND 12 IN. O.C. IN THE FILED WHNE
PANELS ARE APPLIED VERTICALLY.
7. 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 21N. 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 SQUERE EDGE.
8. CAULKING AND SEALANTS*— (OPTIONAL, NOT SHOWN) —A
BEAD OF ACCOUSTICAL SEALANT APPLIED AROUND THE
PARTITION PERIMETER FOR SOUND CONTROL.
SYMBOL LEGEND
NEW 2x4 FLUORESCENT
LIGHT FIXTURE
NEW 2x2 AIR SUPPLY
GRILLE
<, --- EXISTING AIR SUPPLY
GRILLE
r— �t AIR SUPPLY GRILLE TO
BE REMOVED
EXISTING TRACK LIGHT
----- -- FIXTURE TO
SZ TRACK LIGHT FIXTURE TO
BE REMOVED
t .,. EXISTING RECESSED LIGHT
FIXTURE
RELOCATED RECESSED
OR LIGHT FIXTURE
RECESSED LIGHT FIXTURE
TO BE RELOCATED
EXISTING RECESSED LIGHT
FIXTURE
(� NEW EXIT LIGHT FIXTURE
NEW EMERGENCY LIGHT
FIXTURE
EXISTING EXIT/ EMERGENCY
LIGHT FIXTURE COMBO
UL THROUGH— PENETRATION
FIRESTOP
J
2M EM NO,
W —L -1222
F RATINGS — 1
T RATINGS — 1/4,
AND
3/4
2 HR
AND 1
(SEE ITEM
HR (SEE
1)
ITEM 2)
1. WALL ASSEMBLY— THE 1 OR 2 HOUR FIRE RATED GYPSUM
BOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR
U400 SERIES WALL OR PARTITION DESIGN 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 B 4
IN LUMBER SPACED 16 IN O.C. STEEL STUDS TO BE MIN 3 -5/8" WIDE
AND MAX SPACED 24" O.C.
B. GYPSUM BOARD — THICKNESS, TYPE NUMBER OF LAYERS AND
FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION
DESIGN. MAX DIAM OF OPENING IS 10 -5/8 ".
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE
HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS
INSTALLED.
2. THROUGH PENETRANT — ONE METALLIC PIPE, CONDUIT OR TUBE TO
BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN THE
FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT
OR TUBE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN.
(POINT CONTACT) TO MAX 2 IN. PIPE, CONDUIT OR TUBE TO BE
RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY THE
FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS AND
TUBES MAY BE USED:
A. STEEL PIPE— NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR
HEAVIER) STEEL PIPE.
B. IRON PIPE— NOM 8 IN. DIAM (OR SMALLER) CAST OR DUCTILE
IRON PIPE.
C. CONDUIT— NOM 6 IN. DIAM (OR SMALLER) RIGID STEEL CONDUIT,
NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING
(EMT) OR NOM 4 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT.
D. COPPER PIPE— NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR
HEAVIER) COPPER PIPE.
E. COPPER TUBE— NOM 4 IN. (OR SMALLER) TYPE L (OR HEAVIER)
COPPER TUBE.
TYPE OF PENETRANT MAX DIAM T RATING
STEEL OR IRON PIPE, STEEL 2 IN. 1 HR
CONDUIT OR EMT
STEEL OR IRON PIPE, STEEL 8 IN. 3/4 H R
CONDUIT OR EMT
COPPER r O.w t IN. .+
2A. THROUGH PENETRATION PRODUCT * — FLEXIBLE METAL PIPING — AS
AN ALTERNATE TO ITEM 2, ONE NOM 14 IN. DIAM (OR SMALLER)
STEEL FLEXIBLE METAL PIPE TO BE INSTALLED EITHER CONCENTRICALLY
OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE
BETWEEN THE PIPE AND THE PERIPHERY OF THE OPENING SHALL BE
MIN 0 IN. (POINT CONTACT) TO MAX 2 IN. PIPE TO BE RIGIDLY
SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY.
OMEGA FLEX INC
TITEFLEX CORP
A BUNDY CO
WARD MFG INC
3. FILL, VOID OR CAVITY MATERIAL * — SEALANT— MIN 5/8 IN.
THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH
BOTH SURFACES OF WALL ASSEMBLY. AT POINT CONTACT LOCATION, MIN
Y4 IN. DIAM BEAD OF FILL MATERIAL APPLIED AT METALLIC PIPE/
GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL.
SPECIFIED TECHNOLOGIES INC — SPECSEAL LCI SEALANT *BEARING
THE UL CLASSIFICATION MARK
PEN I
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REFLECTIVE CEILING PLAN
SCALE: 1/4" = 1' -0"
P L A,M DA E
8000 NW 7 Street, Suite 101
Miami, Florida 33126
T. 305- 740 -01 50
F. 3 0 5— 7 4 0 — 0 1 5 8
e —mail: tag— dbi®tagdbi.com
corporate license AAC 002228
Copyright Notice: These drawings, designs and
ideas are the property of The Architects Group, Inc.
and are protected under the copyright laws of
Florida. No part thereof shall be copied, or used in
connection with any work other than for the specific
project for which they have been prepared without
written consent of The Architects Group, Inc.
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DATE: 11/17/10
JOB NO: 1018 -01
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