lassifie system no. fw-d-1012 fwd 1012 d c us · system no. fw-d-1012 fwd 1012 : ... *bearing the...

System No. FW-D-1012 FWD 1012 :DOO $VVHPEO\ ² 0LQ LQ WKLFN UHLQIRUFHG OLJKWZHLJKW RU QRUPDO ZHLJKW SFI VWUXFWXUDO FRQFUHWH :DOO PD\ DOVR EH FRQVWUXFWHG RI any UL Classified Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. )ORRU $VVHPEO\ ² 0LQ LQ WKLFN UHLQIRUFHG OLJKWZHLJKW RU QRUPDO ZHLJKW SFI VWUXFWXUDO FRQFUHWH -RLQW 6\VWHP ² 0D[ VHSDUDWLRQ EHWZHHQ HGJH RI IORRU DQG IDFH RI ZDOO DW WLPH RI LQVWDOODWLRQ RI MRLQW V\VWHP LV LQ 7KH MRLQW V\VWHP LV designed to accommodate a max 7 percent in compression or extension from its installed width. The joint system shall consist of the following: $ )RUPLQJ 0DWHULDO ² 0LQ SFI PLQHUDO ZRRO EDWW LQVXODWLRQ LQVWDOOHG LQ MRLQW RSHQLQJ DV D SHUPDQHQW IRUP 3LHFHV RI EDWW FXW WR PLQ ZLGWK RI in. and installed edge-first into joint opening, parallel with joint direction, such that batt sections are compressed min 42 percent in thickness and that the compressed batt sections are recessed from top surface of the floor as required to accommodate the required thickness of fill material. Adjoining lengths of batt to be tightly-butted with butted seams spaced min 24 in. apart along the length of the joint. ),%5(; ,168/$7,216 ,1& ² )%; 6DILQJ ,QVXODWLRQ % )LOO 9RLG RU &DYLW\ 0DWHULDO ² 6HDODQW ² 0LQ LQ WKLFNQHVV RI ILOO PDWHULDO DSSOLHG ZLWKLQ WKH MRLQW IOXVK ZLWK WRS VXUIDFH RI IORRU +,/7, &216758&7,21 &+(0,&$/6 ',9 2) +,/7, ,1& ² &3 )OH[LEOH )LUHVWRS 6HDODQW *Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. April 15, 2009 $VVHPEO\ 5DWLQJ ³ +U 1RPLQDO -RLQW :LGWK ³ &ODVV ,, 0RYHPHQW &DSDELOLWLHV ³ &RPSUHVVLRQ 2U ([WHQVLRQ 1 2 3A 3B C C L A S S I F I E D Classified by Underwriters Laboratories, Inc. to UL 2079 and CAN/ULC-S115 US

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System No. FW-D-1012

FWD

1012

1. Wall Assembly — Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall may also be constructed ofany UL Classified Concrete Blocks*.See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Floor Assembly — Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete.3. Joint System — Max separation between edge of floor and face of wall (at time of installation of joint system) is 3-3/4 in. The joint system is

designed to accommodate a max 7 percent in compression or extension from its installed width. The joint system shall consist of the following:A. Forming Material — Min 4 pcf mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4

in. and installed edge-first into joint opening, parallel with joint direction, such that batt sections are compressed min 42 percent in thicknessand that the compressed batt sections are recessed from top surface of the floor as required to accommodate the required thickness of fillmaterial. Adjoining lengths of batt to be tightly-butted with butted seams spaced min 24 in. apart along the length of the joint.FIBREX INSULATIONS INC — FBX Safing InsulationB. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. thickness of fill material applied within the joint, flush with top surface of floor.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606 Flexible Firestop Sealant

*Bearing the UL Classification Mark

Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.

April 15, 2009

Assembly Rating — 2 HrNominal Joint Width — 3-3/4"

Class II Movement Capabilities — 7% Compression Or Extension

2 3A

CCL

ASS I F IED

Classified byUnderwriters Laboratories, Inc.to UL 2079 and CAN/ULC-S115

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FWD - Central Parque

NAVELSG FWD NOVEMBER_MAY2012