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JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0181 PENETRATION FIRESTOP DETAIL DESIGN NO. W-L-5028 SCAT F: NTS SECTION A -A 1. Wall Assembly - The 1 or 2 hr 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, -%in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max dram of opening 1 s 7-1/2 in. 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 Penetrants - One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe - Nom 4 in. dram (or smaller) Schedule 40 (or heavier) steel pipe. B. Copper Tubing - Nom 2 in. dram (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe - Nom 2 in. dram (or smaller) Regular (or heavier) copper pipe. 3. Tube Insulation - Plastics+ - Nom3yin. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. An annular space of min 0 in. (point contact)to max 1-1/2 in. is required within the firestop system. See Plastics+ (OMFZ2)category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. The hour T Rating of the firestop system is dependent on the hourly fire rating of the wall assembly in which it is installed, the size and type of through penetrant and the pipe covering thickness, as shown in the table below: Wall Assembly Type + Through Penetrant Rating Hr Max Diam In. I A 4 I A,B, OR C 2 2 A 4 2 A,B, OR C 2 +Indicates penetrant type as itemized in Item 2. 4. Fill, Void or Cavity Material* - Sealant - Min%in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe covering and gypsum wallboard, a miny2in. dram bead of fill material shall be applied at the pipe covering/gypsum wallboard interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Mark PENETRATION FIRESTOP DETAIL DESIGN NO. CAJ-1081 SCALE: NTS F RATING - 2 - 3 HR. T RATING - 0 HR. 1. Floor or Wall Assembly Min 3-3/4 in. (2-Hr Rating) or min 4-1/2 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf)concrete floor, or min 4-3/4 in. (2-Hr Rating) or min 5 in. (3-Hr Rating) thick reinforced lightweight or normal weight (100-150 pcf) concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max dram of opening is 16 in. See Concrete Block (CAZT)category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve (Optional) 15)!32 Nom 16 in. dram (or smaller) steel pipe, conduit or steel EMT cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through Penetrants One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used- A. Steel Pipe Nom 10 in. dram (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be miny4in. to max 4 in. B. Steel Pipe Nom 24 in. dram (or smaller) Schedule 10 (or heavier) steel pipe. The annular space shall be minV4in. to max 1-15/16 in. C. Conduit Nom 6 in. dram (or smaller) steel conduit or nom 4 in. dram (or smaller) electrical metallic tubing. The annular shall be min'/4in. to max 4 in. D. Copper Tubing Nom 6 in. diam (or smaller)Type M (or heavier)copper tubing. The annular space shall be minV4in. to max 1-13/16 in. E. Copper Tubing Nom 4 in. (or smaller) Type M (or heavier) copper tubing. The annular space shall be a mini/4in. to max 4 in. 4. Forming Material* Min 2-3/4 in. (2-Hr Rating)or min 3 in. (3-Hr Rating) thickness of min 3.5 pcf mineral fiber insulation firmly packed into opening as a permanent form. Forming 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. THERMAFIBER L L C -Type SAF 5. Fill, Void or Cavity Material* - Sealant Min 1 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. Dry mix material mixed with water at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanying installation instructions. UNITED STATES GYPSUM CO - Type FC 5A. Fill, Void or Cavity Material* Not Shown l32 Two component fill material used as an alternate to Item 5. Min 1 in. thickness of fill material applied within the annulus, flush with top side of floor or both surfaces of wall. Ready -mixed component mixed with accelerator component at a rate of 66 parts of ready -mixed component to 1 part accelerator component by weight in accordance with the accompanying installation instructions. UNITED STATES GYPSUM CO -Type RFC *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U419 SCALE: NTS 1. Floor and Ceiling Runners (Not shown) /32 Channel shaped, fabricated from min 25 MSG (min 20 MSG when Item 4A is used) corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 2. Steel Studs Channel shaped, fabricated from min 25 MSG (min 20 MSG when Item 4A is used) corrosion -protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges andln. return, spaced a max of 24 in. OC. Studs to be cutygto3/ln less than assembly height. 3. Batts and Blankets* (Required as indicated under Item 4) 15/12 Mineral wool batts, friction fitted 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) IYy 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 ( KNV 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 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: Wallboard Protection on Each Side of Wall No.of Layers Min Thkns Min Stud & Thkns of Insulation Rating Depth of Panel (Item 3) 1 3-1/2 1 layer,%in. thick Optional 1 2-1/2 1 layer,%2in. thick 1-1/2 in. 1 1-5/8 1 layer,3/4in, thick Optional 2 1-5/8 2 layers,'hin. thick Optional 2 1-5/8 2 layers,%in. thick Optional 3 1-5/8 3 layers,%2in. thick Optional 3 1-5/8 2 layers,3/4in, thick Optional 3 1-5/8 3 layersAin. thick Optional 4 1-5/8 4 layers,%in. thick Optional 4 1-5/8 4 layers,)/21n. thick Optional 4 2-1/2 2 layers 3/1n. thick 2 in. CANADIAN GYPSUM COMPANY - %21n. thick Type C, IP-X2 or [PC -AR; WRC,%in. thick Type AR, C, IP-AR, IP-X1, IP-X2, [PC -AR, SCX, SHX, WRX or WRC;y4in. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO - %2in. thick TTe C, IP-X2, IPC-AR or WRC;%In. thick Type SCX, SHX, WRX, IP-Xl, AR, C. WRC, FRX-G, IP-AR, IP-X2, IPC-AR ;/Ln. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACDDE WRC. USG MEXICO S A DE C V - 1/21n. thick Tye C, IP-X2, IPC-AR or WRC;`%ln. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or;/41n. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. 4A. Gypsum Board* (As an alternate to Item 4) 15/32 %in. thick gypsum panels, installed as described in Item 4 with Type S-12 steel screws. The length and spacing of the screws as specified under Item 5. CANADIAN GYPSUM COMPANY - Type FRX UNITED STATES GYPSUM CO - Type FRX USG MEXICO S A DE C V - Type SHX. 5. Fasteners (Not shown) - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Sin 1e layer systems: 1 in. long fory2and%in. thick panels or 1-1/4 tn. long for lin. 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 fory2and%in, thick panels or 1-1/4 in. long fora/1n. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for%21n., %in. thick panels or 2-1/4 in. long for%in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for Y21n.,%in.thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 2in.Ain. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long forY2in., gin. thick panels or 2-5/8 1n. long for%in. thick panels, spaced 12 in. OC. Screws offset min in. from layer below. Four -layer systems: First layer- 1 in. long forll6in., %in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for%2in.,%in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long foryin. thick panels or 2-%in. long for%in. thick panels,spaced 24 in. OC. Fourth layer - 2-%in. long forl/21n. thick panels or 3 in. long for%ln. thick panels,spaced 12 in. OC. Screws offset min. 6 in. from layer below. 6. 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 2 in. long Type S-12 steel screws. Not for use with Item 4A. 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 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape a joint compound may be omitted when gypsum panels are supplied with a square edge. B. 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. 9. 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 *Bearing the UL Classification Mark PENETRATION FIRESTOP DETAIL DESIGN NO. W-L-1001 SCALE: NTS SECTION A -A (Formerly System No. 147) F Ratings 1 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient - less than 1 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq ft 1. Wall Assembly The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and all include the following construction features: A. Studs Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3%1n.wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* Nomy2or%gin, thick, 4 ft. wide with square or, tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max dram of opening is 13-1/2 in. 2. Pipe or Conduit Nom 12 in. dram (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. dram (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. dram (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam.(or smaller) steel conduit, nom 4 in. dram (or smaller) steel electrical metallic tubing, nom 6 in. dram (or smaller) Type L or (or heavier) copper tubing or nom 1 in. dram (or smaller) flexible steel conduit. When copper pipe is used, max F Rating of firestop system (Item 3)is 2 h. Steel pipes or conduits larger than nom 4 in, diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Material* 15), Caulk Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min%1n.diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall.Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit Diam In. Annular Space In. F Rating Hr T Rating Hr 1 0 tows 1 or 2 0+, 1 or 2 1 1/ to�6 3 or 4 3 or 4 4 0 to 1-Y2 1 or 2 0 6 1/4to%2 3 or 4 0 12 W6tog Ior 2 0 +When copper pipe is used, T Rating is 0 h. MINNESOTA MINING & MFG CO - CP 25WB+. *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U901 SCALE: NTS = `--t- - - 1. Concrete Blocks* Various designs. Classification B-4 (4 hr). See Concrete Blocks category for lists of eligible manufacturers. 2. Mortar Blocks laid in full bed of mortar, nom.%in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume)and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster If used, add'/2hr, to Classification 4. Loose Masonry Fill If all core spaces are filled with loose dry expanded slag, burned clay or shale (rotary kiln process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation,. Class 0-2 (2 hr) or C-3 (3 hr) concrete blocks will provide a 4 hr fire resistance rating. *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U914 SCALE: NTS a ❑gip❑ 24' 1. Concrete Blocks* Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar Blocks laid in full bed of mortar, nom%in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Portland cement (proportioned by volume)and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Furring Channels Min 0.019 in, thick (25 gauge) gale steel, 1-3/8 in. wide on top and 2-3/4 in. wide at bottom byy8in. deep. Spaced 24 in. OC perpendicular to floor with a channel parallel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between vertical and horizontal channels'/L1n. 4. Channel Fasteners 1-1/4 in, long masonry screws withX6in, body andNi6in. diameter head. Fasteners spaced 24 in. O.C. with the fasteners staggered on each long leg of the furring channel. 4A. Steel Framing Members* (Not Shown) - Alternate method used to attach furring channels (Item 3) to concrete blocks (Item 1). Clips spaced 48 in. OC., and secured to blocks withy4in. dia. By 3 in. long concrete expansion anchor (Item 4B) through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL - Type RSIC-1. 4B. Concrete Expansion Anchor (Not Shown) - 'Ain. dia. by 3 in. long carbon steel, pre -assembled, nail drive expansion anchor with mushroom head driven into the web of the concrete block. Min. embedment in concrete block of 1-3/8 in. and evaluated in accordance with ASTM E 486 to have Ultimate load capacities of 980 lbs (tension)and 1400 lbs (shear)when used in 2000 psi concrete. 5. Gypsum Board*Y2in. thick, 4 ft wide, secured to furring channels with wallboard fasteners (Item 6). Gypsum plaster not more than%bin. thick may be applied to wallboard in addition to joint treatment. AMERICAN GYPSUM CO - Types AG-C,AGX-C. BORAL GYPSUM INC - Type BG-C. CANADIAN GYPSUM COMPANY - Types C, IP-X2, IPC-AR. CONTINENTAL GYPSUM COMPANY - Types CO-C,CG5-5,CGTC-C. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Type 5. JAMES HARDIE GYPSUM INC - Type Max°C". LAFARGE NORTH AMERICA INC - Types LGFC-C,LGFC-C/A. NATIONAL GYPSUM CO - Type FSW-C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Type PG-C. STANDARD GYPSUM L L C - Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP - Type TG-C. UNITED STATES GYPSUM CO - Types C,IP-X2,IPC-AR. USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR. 6. Wallboard Fasteners 1 in. long, self -drilling, self -tapping steel screws with bugle heads. Fasteners attached to each furring channel and spaced 8 in. OC at butt joints and 12 in. OC in the field of the board parallel with furring channels. Clearance tween fasteners and edges of wallboard 3/4 in. 7. Joint System 15)� (Not shown) Paper tape embedded in cementitious compound over joints. Paper tape and exposed screw heads covered with two layers of compound. Edges of compound feathered out. *Bearing the UL Classification Mark -JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0098 SCALE: NTS FRONT VIEW SECTION A -A 1. Metal roof deck assembly (non fire -rated) 2. Concrete wall assembly (2-hr fire rated): A. Lightweight or normal weight concrete wall (min. 6 in. thick) B. Any UL/ULC classified concrete block wall. 3. Mineral wall (min. 4 pcf density) compressed 33 percent and inserted into joint, flush with both sides of wall. (see no.3 below) 4. Hilti CP 777 speed plugs friction fitted to completely fill flute, flush with both sides of wall (see note no. 3 below) 5. Minimunyein. (wet) thickness Hilti CP 672 firestop joint spray to completely cover mineral wool and to overlap a minimum%2in. onto concrete wall and metal deck on both sides of wall assembly. Notes: 1. Steel floor units may be sprayed with a minimum5A6 in. thickness to maximum 1-yin thickness of UL classified monokote type MK-6/HY fireproofing manufactured by W.R. Grace 2. When the steel deck is coated with fireproofing,Hilti CP 672 shall overlap the wall a min.!/2in and overlap the fireproofing a min.2 in. on both sides of the wall. 3. As an alternated to Hilti CP 777 speed plugs, mineral wool (minimum 4 pcf density) compressed 33 percent may be used. 4.T-Rating may not equal F-rating in accordance with UL 2079 5. Fire Rating of joint is only as good as performance of metal roof deck assembly under fire conditions. All configuration shown are suggestions only and must be approved by the specifying architects or engineers for the project. This is not a UL Classified systems, But a modification of the closest applicable system (Reference: UL System No. HW-D-0098) FIRE RESISTANCE DETAIL DESIGN NO. X528 SCALE: NTS 113/° li �' 11 �N)III iiiiiiiiiiuiiiiii ' I FURR DUT TO ACCOMODATE I �_,! PLUMBING VENT AND I------------ • CLEAN -OUT 1. Steel Column Min sizes of W-shaped and tubular steel columns which appear in the AISC Steel Construction Manual as shown under Item 2. 2. Gypsum Board* For I Hr rating, any /gin, or f21n. thick gypsum wallboard Classified for use in fire resistance assemblies. For 2 Hr and 3 Hr ratings, any %in. or Y21n. thick gypsum wallboard Classified for use in other 2 Hr, 3 Hr or 4 Hr Column Designs. Min total thickness of layersin inches for the various ratings and min column sizes are as follows: W Shaped Rating (Hr) Corner Details For Various Rating Column 1 2 3 1 Hr 2 Hr 3 Hr Min Column Size Total thickness (In.) W4xl3 11-1/2 2-1/4 B C D W6xl5.5 1 1-1/2 2-1/4 B C D W10x49 1/21-1/8 1-7/8 A B C Applied in layers as noted in the above illustrations. Boards are to be applied vertically without horizontal joints. See Gypsum Board (CKNX)category for names of manufacturers. 2A. Gypsum Board* As an alternate to Item 2-XI.n. thick gypsum wallboard. For 2 Hr rating, 1-1/2 Ln. total thickness, installed in accordance with corner detail B. For 3 Hr rating, 2-114 in. total thickness installed 1n accordance with corner detail C.Boards are to be applied vertically without horizontal joints. CANADIAN GYPSUM COMPANY - Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. UNITED STATES GYPSUM CO - Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. USG MEXICO S A DE C V - Type IP-X3,ULTRACODE, ULTRACDDE SHC or ULTRACODE WRC. 3. Steel Stud 1-5/8 in. wide with 1-5/16 and 1-7/16 in. legs having a 1/4- in. folded flange, fabricated from No. 25 MSG gale steel. Length to be'/2in.less than the assembly height. 3A. As an alternate to Item 3 Steel Framing Members* galv. steel clips spaced 4 ft OC and 1-1/4 in. from top and bottem of column.A No.28 MSG galv steel support angle with 1-1/4 in. length shall be placed over clips and secured with screws attaching the wallboards. The clips for use with wide flange columns only. COLUMN & BEAM INC - Types CB, CB1Clips. 4. Corner Beads No.28 MSG gale steel,)-1/4 in. legs to be attached to the wallboard with No.6 by 1 in. screws spaced 12 in. OC max. 5. Tie Wire No.18 SWG steel wire spaced 24 in. OC used with second layer of wallboard. 6. Screws For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1 in. (or 1-1/4 in. for%in. thick wallboard) Phillips head self -drilling, self -tapping double lead screwspaced 24 in. OC For attaching second layer of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1-3/4 in. (or 2-1/4 in. for:y4in. thick wallboard) steel screws of the same type spaced 12 in. OC For attaching third layer of wallboard to steel studs to be No. 8 by 2-1/4 in. screws of the same type spaced 12 in. OC 7.Finishing S stem (Not Shown) - Joint compound applied over corner beads to a thickness of i6 in. *Bearing the UL Classification Mark FIRE RESISTANCE DETAIL DESIGN NO. U905 SCALE: NTS m . z 3 ' D.. - D ' D �� A ' `1 1. Concrete Blocks* Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. - 2. Mortar Blocks laid in full bed of mortar, nom.%in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster Add!/2hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). CELOTEX CORP -Type Thermax SCALE: NTS FRONT VIEW SECTION A -A 1. Metal roof deck assembly (non fire -rated) 2. Concrete wall assembly (2-hr fire rated): A. Lightweight or normal weight concrete wall (min. 6 in. thick) B. Any UL/ULC classified concrete block wall. 3. Mineral wall (min.4 pcf density) compressed 33 percent and inserted into joint, flush with both sides of wall. (see no.3 below) 4. Minimuni/gin. (wet) thickness Hilti CP 672 firestop joint spray to completely cover mineral wool and to overlap a minimum%21n. onto concrete wall and metal deck on both sides of wall assembly. Notes: 1. Steel floor units may be sprayed with a minimum%&in.thickness to maximum 1-3/4in thickness of UL classified monokote type MK-6/HY fireproofing manufactured by W.R. Grace 2. When the steel deck is coated with fireproofing, Hilti CP 672 shall overlap the wall a min.y2in and overlap the fireproofing a min. 2 in. on both sides of the wall. 3.T-Rating may not equal F-rating in accordance with UL 2079 4. Fire -Rating of joint is only as good as performance of metal roof deck assembly under fire conditions. All configuration shown are suggestions only and must be approved by the specifying architects or engineers for the project. This is not a UL Classified systems, But a modification of the closest applicable system (Reference: UL System No. HW-D-0181) JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0098 SCALE: NTS FRONT VIEW SECTION A -A ).Floor Assembly The fire rated fluted steel unit/concrete floor assembly shall be constructed of the materials and in a manner described in the individual D700 or D900 Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units* Max 2 in. deep gals steel fluted floor units. B. Concrete Min 2-1/2 in thick reinforced concrete as measured from top plane of the floor units. C. Spray -Applied Fire Resistive Materials* (Optional) - (Not Shown) - Prior to the installation of the forming material and fill, void or cavity material (Items 3A, 3B) the steel floor units may be sprayed with a minw16in. to max 1-3/4 in. thickness of firesistive material. W R GRACE & CO - CONN CONSTRUCTIDN PRODUCTS DIV - Type MK-6-HY IA. Roof Assembly (Not Shown) - As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly.The roof assembly shall include the following construction features: A. Steel Roof Deck Max 2 in. deep galv steel fluted roof deck. B. Roof Insulation Min 2-1/4 in. thick poured insulating concrete, as measured from the top plane of the floor units. 1B.Roof Assembly As an alternate to Items 1 and lA,a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 Series Roof -Ceiling Design n the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features. - A. Steel Roof Deck Max 2 in. deep galv steel fluted roof deck. B. Spray - Applied Fire Resistive Materials* (Not Shown)% Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 3B), the roof assembly shall be sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design. 2. Wall Assembly Min 6 in. thick steel -reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System Max separation between bottom of floor or roof and top of wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width. The joint system shall consist of the following: AFormingMatra m 4. f mineral I insulation m n e 1 1 No 0 pc i e al woo bat( i sulatio compressed and firmly packed to completely fill the flutes and the gap between the top of the wall and bottom of the floor or roof as a permanent form. Batt insulation cut to the shape of the fluttted steel deck, approx 33 percent larger than the flutes. Pieces compressed and installed vertically into the flutes above the top of the wall. Additional pieces of batt insulation, min 6 HILTI INC - CP777 Speed Plugs B. Fill, Void or Cavity Material* Minyein. wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min ofY2 in. onto wall and steel deck on both sides of wall. When spray -applied fire resistive material* is applied to the steel steel deck, the fill material is to overlap the wall a min of%2in. and the spray -applied fire resistive material a min of 2 in. on both sides of wall HILTI CONSTRUCTION CHEMICAL, DIV OF HILTI INC - CP672 Firestop Spray JOINT FIRESTOP DETAIL DESIGN NO. HW-D-0181 SCALE: NTS D. . __ � j , �____-__1_ ).Floor Assembly The 2 hr fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 Floor-Ceiing Design Ln the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* Max 3 in. deep galv steel fluted floor units. B. Concrete Min 2-1/2 in. thick reinforced concrete,as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Materals* (Optional)t5& (Not ShownAh Prior to the installation of the forming material and fill, void or cavity material (Item 3A, 3B) the steel floor units may be spra ed with a m1nT6 to max 1-3/4 in. thickness of fire resistive material in accordance with the specifications in the individual D700 Series Design. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC % Type MK-6-HY 2. Wall Assembly Min 8 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall shall be installed parallel with the flutes of the steel floor and form units (Item IA). Wall may also be constructed of any UL Classified 2 fire rated Concrete Blocks*.When wall is constructed of concrete blocks, the top course of block shall be filled with concrete, grout or mortar. See Concrete Blocks (CAZT)category in the Fire Resistance Directory for names of manufacturers. 3. Joint System Max separation between bottom of spray -applied fire resistive and top of the wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width. The joint system consists of the following: A. Forming Material* Min 4 pcf mineral wool batt insulation cut into strips with a width approx equal to the overall thickness of the wall. Strips compressed 33 percent in thickness and inserted Into the gap between the top of the wall and the bottom of the floor units. When the void beneath the protected steel deck is located entirely above the wall, the void shall be completely filled with mineral wool insulation compressed 33 percent in thickness. When void beneath the steel deck is located in part abo the wall, that portion of the void above the wall shall be packed with additional strips of mineral wool batt insulation compressed 33 percent in thickness. ROCK WODL MANUFACTURING CO 15� Delta Boerd B. Fill, Void or Cavity Material* Minl/gln. wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of%2 in. onto wall and steel deck on both sides of wall. When spray -applied fire resistive material* 15 applied to the steel floor and form units, the fill material is to overlap the wall a min ofY2in. and the spray -applied fire resistive material a min of 2 in. on both sides of wall. HILTI CONSTRUCTION CHEMICAL, DIV OF HILTIINC.- CP672 Firestop Spray P u b 11'6 XG SUPER MARKETS CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 (8631680.5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT- FL. REG, 91318 DAVID RUBIN, AIA ARCHITECT -FL. REG.92557 GA. REG.] 1881 SC. REG.7477 Al. REG,6234 TN.REG.103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL - FL, REG. 45277 GA. REG. 020251 SG REG.]6340 AL REG.20382 TN.REG.101507 PAUL C. HARMAN, PE STRUCTURAL- FL. REG. 51959 GA.REG.27740 SC. REG. 21754 AL. REG.24905 TN. REG.107882 JOHN J. CARAMALIS, PE MECHANICAL - FL REG. A3889 GA. REG. 021246 SG REG.16521 AL REG.20581 TN. REG.108507 ANTHONY CLEMENTI, PE MECHANICAL - FL REG. 54781 GA. REG.31882 SC. REG. 25591 AL REG.28469 TN. REG. I]1382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG. 54085 GA.REG.025636 SC. REG. 19743 AL REG.23065 TN. REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 25290 AL REG.28079 © COPYRIGHT 2008 PUBLIX SUPER MARKETS, INC THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES N 1 1 2008 l� �{ PLOT DATE: 1 Q P-0 REVISION DATA: #1245 (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54,4 M2707 DRAWING TITLE: UL DESIGNS SCALE: NONE UL-1 10-JAN-2008 11:18 xmwc P:\1200-1299\1245\1245u1.dgn of 1