LISTING INFORMATION OF International Beams - IB Series Joists SPEC ID: 27316

Transcription

1 LISTING INFORMATION OF International Beams - IB Series Joists SPEC ID: International Beams Inc Boul. St-Elzear Quest Laval, QC H7L 3N4 CANADA This report is for the exclusive use of Intertek s Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 1 of 12

2 IB400, IB600, IB800 and IB900 I Joists are installed in place of conventional 2x10 and 2x12 joists using traditional framing tools and fasteners. With long lengths, I-joists are used in multiple span applications, thus reducing cutting, overlapping and material waste at the job site. The wide flanges provide a larger gluing and nailing surface for floor and roof sheathing. These lightweight joists will not twist, warp, or shrink and are more uniform in their dimensions than solid lumber. IB400, IB600, IB800 and IB900 I Joists are available in lengths up to 52 feet. IB400, IB600, IB800 and IB900 I Joists are available in depths ranging from 9-1/2 to 24 inches deep. RATINGS Standard Rating Design Number ASTM E hour IB/WIJ ASTM E 119 and CAN/ULC S minutes IBI/MWP ASTM E 119 and CAN/ULC S101 1 hour IBI/MWP ASTM E 119 and CAN/ULC S101 1 hour IBI/MWP hour IBI/MWP ASTM E 119 and CAN/ULC S101 ASTM E 119 and CAN/ULC S101 1 hour IBI/MWP hours IBI/MWP ASTM E 119 and CAN/ULC S101 Attribute Value Criteria CAN / ULC S101 (2007) Criteria ASTM E119 (2012a) CSI Code Shop-Fabricated Structural Wood Fire Resistance 2 Hour Fire Resistance 1 Hour Fire Rating Fire Resistance 45 Minute Fire Rated Intertek Services Certification Listed or Inspected LISTED Listing Section PREFABRICATED JOISTS, COLUMNS & OPEN WEB TRUSSES Listing Section ROOF/CEILING, FLOOR/CEILING, BEAM & COLUMN ASSEMBLIES Report Number ; ; , SAT-001 EEV, SAT-002, Spec ID International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 2 of 12

3 DRAWING INDEX IB/WIJ IBI/MWP IBI/MWP IBI/MWP IBI/MWP IBI/MWP IBI/MWP International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 3 of 12

4 IB/WIJ Rough Carpentry Shop Fabricated Structural Wood Wood I Joists Design Number IB/WIJ Loaded Floor / Ceiling Assembly International Beams, Inc. IB600 OSB Web I Joist ASTM E Fire Resistance Rating 1 hour Superimposed Load 51 PSF 1. TOPPING (Optional, Not Shown): Lightweight concrete, minimum density 110 pound per square foot (pcf), minimum compressive strength 3000 pound per square inch (psi) or proprietary gypsum/cement/sand topping, minimum density 100 pcf, minimum compressive strength 1000 psi. Minimum topping thickness for lightweight concrete or proprietary gypsum/cement/sand topping is 3/4 in. Date Revised: February 27, 2012 Project No: SAT-002 with joists (Item 2) spacing 24 in. on center (OC). 2. CERTIFIED COMPANY: International Beams, Inc. CERTIFIED PRODUCT: IB I Joist CERTIFIED MODEL: IB600, IB800 or IB 900 Intertek International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 4 of 12

5 IB/WIJ (page 2 of 3) Rough Carpentry Shop Fabricated Structural Wood Wood I Joists WOOD JOISTS: Use minimum 14 in., 1-1/2 in. x 2-1/2 in. flange, 3/8 in. thick OSB web I Joists spaced a maximum of 24 in. OC. Fasten I Joists to rim board with 2-3/8 in. long by in. smooth shank nails. Fasten 1 nail through the rim board into the end of each flange, and one on each side of the joist web into the bearing plate (Not Shown). 3. SUB-FLOORING: Use nominal 23/32 in. thick tongue and groove OSB subfloor sheathing. Apply a minimum 1/8 in. bead of adhesive with the following requirements along the top of all the joists and in the flooring grooves: meets ASTM D 3498 Standard Specification for Adhesives for Field- Gluing Plywood to Lumber Framing for Floor Systems, meets American Plywood Association specifications AFG-01 and tested and approved for HUD-FHA application per specification UMB No. 60. Secure OSB using 8d 2-1/2 in. common nails spaced 6 in. OC around the perimeter and at the butted edges and 12 in. OC at interior members. 4. SOUND ISOLATION CLIP (OPTIONAL): GenieClip, UL Classified. 1-5/8 in. wide x 15/16 in. high x 2-/12 in. long spaced maximum 48 in. on centre along the length of the furring channels (Item 5). GenieClip shall be used with furring channel matching the specifications noted as required for GenieClip in Item 5 of this Design Listing. Each GenieClip must be fastened to the Wood Joist (Item 2) using a minimum 2 in. Hi-Lo drywall screw through the center grommet. 5. FURRING: Use one of the following options: i. Install 1/2 in. deep nominal 25 GA galvanized steel single leg (RC-1) or minimum 1/2 in. deep x 2-1/2 in. wide hat shaped (RC-2) channels spaced 16 in. OC and applied perpendicular to the Wood Joists (Item 2). Secure furring channels to the bottom flange of each of the Wood Joists (Item 2) using minimum 1-1/4 in. long Type W screws Date Revised: February 27, 2012 Project No: SAT-002 ensuring two screws are installed in the bottom flange of each wood joist (Item 2). When required for length, overlap the channel a minimum 6 in. and secure using a 1-1/4 in. Type W screw. ii. FOR USE WITH GENIECLIP (OPTIONAL): Install 7/8 in. deep x 2-1/2 in. face width, minimum nominal 25 GA galvanized steel spaced 16 in. OC applied perpendicular to wood joists (Item 2). Furring channels must have hemmed edges. 6. GYPSUM BOARD: Install 2 layers of 1/2 in. or 5/8 in. thick proprietary Type X gypsum board UL-Classified (Type C) for application in fire-rated construction, installed with the long edge of the base layer perpendicular to the Furring Channel (Item 4), and the face layer sheets with butt joints offset. Attach gypsum board using one of the methods below. Install 1/2 in. thick gypsum board using method i or ii, but when using 5/8 in. thick gypsum board, only method i may be used. After gypsum board is attached, apply vinyl or casein, dry or premixed joint compound to the exposed face of gypsum wallboard in two coats to all exposed fastener heads and gypsum wallboard joints. Embed a minimum 2 in. wide paper, plastic, or fiberglass tape in first layer of compound over joints in gypsum wallboard. i. Attach base layer to Furring Channel (Item 4) using 1 in. Type S drywall screws spaced 12 in. OC, 1-1/2 in. from the sides and 3/8 in. from butt joints. Attach face layer to the resilient channels (through the base layer) using 1-5/8 in. Type S drywall screws spaced 8 in. OC, 1-1/2 in. from the sides. Install face layer with joints offset 24 in. from those of the base layer in 2 directions (at the sides and ends of the panels). Attach face layer to the base layer using 1-1/2 in. Type G laminating screws spaced 8 in. OC at butt joints. Install screws just short of flush with the surface. Intertek International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 5 of 12

6 IB/WIJ (page 3 of 3) Rough Carpentry Shop Fabricated Structural Wood Wood I Joists ii. Attach base layer of gypsum board to Furring Channel (Item 4) using minimum 1-1/4 in. Type S screws spaced 12 in. OC, 1-1/2 in. from the sides and 3/8 in. from butt joints. Attach face layer to the resilient channels (through the base layer) using 1-5/8 in. Type S screws spaced 12 in. OC, 1-1/2 in. from the sides. Install face layer with joints offset 24 in. from those of the base layer in 2 directions (at the sides and ends of the panels). Attach face layer to the base layer using 1-1/2 in. Type G laminating screws spaced 12 in. OC at butt joints. Install screws just short of flush with the surface. 7. INSULATION: Use insulation with a thickness ranging from 3-1/2 in. thick (R13) to 9-1/2 in. thick (R30) unfaced glass fiber insulation batts conforming to ASTM C518. Install insulation using one of the below methods: ii. installed, insulation wire stays (Not Shown) are required and are to be spaced at a maximum of 12 in. OC perpendicular to the I-Joists in the plenum cavity. Use 6-1/4 in. thick insulation or greater. When installed, insulation wire stays are not required. Install insulation over the Furring (Item 4) and Gypsum Board (Item 5). Pressfit insulation between the bottom flanges of the Wood Joists (Item 2). Install insulation with ends butted over or between the Furring (Item 4). iii. When needed, install insulation directly underneath the sub-flooring (Item 3) and hold insulation in place using insulation wire stays installed per the manufacturer s specifications or spaced maximum 12 in. OC, whichever is more conservative. i. Use less than 6-1/4 in. thick insulation. When insulation is Date Revised: February 27, 2012 Project No: SAT-002 Intertek International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 6 of 12

7 IBI/MWP International Beams Inc. June 23, 2009 Project No COQ-004 Revised: January 27, 2015 DESIGN NO. IBI/MWP ASSEMBLY RATING: 120 MINUTE FLOOR/CEILING ASSEMBLY 1 Floor Topping (optional): Lightweight concrete or proprietary topping. Sub-Flooring: Min. 5/8 in. thick plywood or Oriented Strand Board (OSB) installed 2 perpendicular to joists, with end joints staggered. Min. sheathing thickness (based on framing spacing) and fastener schedules shall comply with the Code. Structural Members: International Beams Inc. (IB) Series I-joists having a min. depth of 3 9-1/2 in., installed at 24 in. on center (oc) max.. Insulation (optional): When installed, insulation shall be installed above the joist flanges 4 and supported by stay wires spaced 16 in. oc. Resilient Channels: Min in. thick (28 GA) galvanized steel resilient channels, attached perpendicular to joists using one 1-5/8 in. long drywall screw. Resilient channels 5 spaced 16 in. oc. (channels installed after the first layer of gypsum board and is used to support the second and third layers of gypsum wallboard). 6. Gypsum Wallboard: Three layers of min. 5/8 inch thick Type C gypsum wallboard as follows: 6a. Wallboard Base Layer: Base layer of wallboard installed perpendicular to the joists and directly attached to the bottom flange using 1-5/8 in. Type S drywall screws at 12 in. oc. End joints of wallboard centered on bottom flange and staggered a min. of one joist spacing. 6b. Wallboard Middle Layer: Middle layer of wallboard attached to channels using 1 inch Type S drywall screws spaced 12 in. oc with the long dimension of wallboard 6 perpendicular to channels. Edge joints shall be centered between the joists. End joints staggered a min. of one channel spacing and offset from the edge joints in the base layer a min. of one channel spacing. 6c. Wallboard Face Layer: Face layer of wallboard attached to channels through middle layer using 1-5/8 in. Type S drywall screws spaced 8 in. oc. in the field and on the edge with a min. 3/4 in. edge distance. Edge joints of face layer of wallboard offset a distance equal to the joist spacing from those of middle layer. End joints of face layer of wallboard staggered a min. of one channel spacing with respect to the middle layer end joint. Finish System (not shown): Face layer joints covered with tape and coated with joint 7 compound. Screw heads covered with joint compound. International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 7 of 12

8 IBI/MWP International Beams Inc. July 17, 2009 Project No COQ-004 Revised: January 27, 2015 DESIGN NO. IBI/MWP FLOOR/CEILING ASSEMBLY RATING: 45 Minutes 1 Floor Topping (optional): Lightweight concrete or proprietary topping. Sub-Flooring: Min. 5/8 in. thick plywood or Oriented Strand Board (OSB) installed 2 perpendicular to joists, with end joints staggered. Min. sheathing thickness (based on framing spacing) and fastener schedules shall comply with the Code. Structural Members: International Beams Inc. (IB) Series I-joists having a minimum depth 3 of 9-1/2 in., installed at 24 in. on center (oc) max.. 5. Resilient Channels: Min in. thick (28 gauge) galvanized steel resilient channel attached perpendicular to the bottom flange of the joists with one 1-5/8 inch Type W screw. 4 Channels spaced 16 inches on center max.. Additional channels are required at gypsum board end joints so that each board is attached to a separate channel. These additional channels shall extend to the next joist on each side of the board end joint. 6. Gypsum Wallboard: Min. 5/8 in. thick Type X gypsum wallboard installed with long dimension perpendicular to resilient channels and fastened to each channel with min. 1-1/8 5 in. long Type S drywall screws. Fasteners spaced 12 in. oc. in the field, 8 in. oc at wallboard end joints, and 1-1/2 in. from panel edges and ends. Edge joints shall be centered on joists. End joints of wallboard staggered a min. of one channel spacing. Insulation (optional): When installed, insulation shall be supported above the top flange 6 by stay wires spaced 16 in. oc. Finish System (not shown): Face layer joints covered with tape and coated with joint 7 compound. Screw heads covered with joint compound. International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 8 of 12

9 IBI/MWP International Beams Inc. July 17, 2009 Project No COQ-004 Revised: January 27, 2015 DESIGN NO. IBI/MWP FLOOR/CEILING ASSEMBLY RATING: 60 Minutes 1 Floor Topping (optional): Lightweight concrete or proprietary topping. Sub-Flooring: Min. 5/8 in. thick plywood or Oriented Strand Board (OSB) installed 2 perpendicular to joists, with end joints staggered. Min. sheathing thickness (based on framing spacing) and fastener schedules shall comply with the Code. Structural Members: International Beams Inc. (IB) Series I-joists having a min. depth of 9 3 ½ inches, installed at 24 in. on center (oc) max.. (Min. 1-1/2 in. by 3-1/2 in. flange dimensions) Insulation: Min. 1-1/2 in. thick mineral wool insulation batts 2.5 pcf (min.), friction fitted 4 between the bottom flanges of the joists and supported by resilient channels. Ends of batts shall be centered over resilient channels and tightly butted. Resilient Channel: Min in. thick (28 GA) galvanized steel resilient channels, attached perpendicular to joists using one 1-5/8 in. long Type W screw. Resilient channels 5 spaced a max. of 16 in. oc. Additional channels are required at gypsum board end joints so that each board is attached to a separate channel. These additional channels shall extend to the next joist on each side of the board end joint. Gypsum Board: Min. 5/8 in. thick Type C gypsum wallboard installed with long dimension perpendicular to resilient channels and fastened to each channel with min. 1-1/8 in. long 6 Type S drywall screws. Fasteners spaced 12 in. oc in the field, 8 in. oc at wallboard end joints, and 1-1/2 in. from panel edges and ends. Edge joints shall be centered between joists. End joints shall be staggered one channel spacing. Finish System (not shown): Face layer joints covered with tape and coated with joint 7 compound. Screw heads covered with joint compound. International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 9 of 12

10 IBI/MWP International Beams Inc. July 17, 2009 Project No COQ-004 Revised: March 20, 2015 DESIGN NO. IBI/MWP FLOOR/CEILING ASSEMBLY RATING: 60 Minutes 1 Floor Topping (optional): Lightweight concrete or proprietary topping. Sub-Flooring: Min. 5/8 in. thick plywood or Oriented Strand Board (OSB) installed 2 perpendicular to joists, with end joints staggered. Min. sheathing thickness (based on framing spacing) and fastener schedules shall comply with the Code. Structural Members: International Beams Inc. (IB) Series I-joists having a minimum depth of 3 9 1/2 in., installed at 24 in. on center (oc) max. Insulation (optional): When installed, insulation shall be supported by stay wires spaced 16 4 in. on center (oc). Resilient Channel (optional): Min in. thick (28 GA) galvanized steel resilient channel attached perpendicular to the bottom flange of the joists with one 1-5/8 in. Type W screw. 5 Channels spaced a max. of 16 in. oc. The max. channel spacing may be increased to 24 in. oc when joists are spaced a max. of 16 in. oc Gypsum Board: Two layers of min. 1/2 in. thick Type X gypsum wallboard attached with the long dimension perpendicular to the resilient channels (or joists) as follows: 6a. Wallboard Base Layer: Base layer of wallboard attached to resilient channels (or joists) using 1-1/4 in. type S drywall screws at 12 in. oc. When resilient channels are installed, edge joints shall be centered on joists. End joints of wallboard shall be centered on a resilient channel (or joist) staggered a min. of one channel (or joist) spacing. 6 6b. Wallboard Face Layer: Face layer of wallboard attached to resilient channels (or joists) through base layer using 1-5/8 in. Type S drywall screws spaced 12 in. oc in the field and 8 in. oc at the end joints. Edge joints of wallboard face layer shall be offset a min. distance equal to one joist spacing, from those of the base layer. End joints shall be offset from base layer joints by a min. of 24 in. and shall be centered in-between channel (or joist) spacing. Additionally, wallboard face layer is attached to base layer with 1-1/2 in. Type G drywall screws spaced 8 in.oc, placed 1-1/2 in. from face layer end joints. Finish System (not shown): Face layer joints covered with tape and coated with joint 7 compound. Screw heads covered with joint compound. International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 10 of 12

11 IBI/MWP International Beams Inc. July 17, 2009 Project No COQ-004 Revised: January 27, 2015 DESIGN NO. IBI/MWP FLOOR/CEILING ASSEMBLY RATING: 60 Minutes 1 Floor Topping (optional): Lightweight concrete or proprietary topping. Sub-Flooring: Min. 5/8 in. thick plywood or Oriented Strand Board (OSB) installed 2 perpendicular to joists, with end joints staggered. Minimum sheathing thickness (based on framing spacing) and fastener schedules shall comply with the Code. Structural Members: International Beams Inc. (IB) Series I-joists having a minimum depth of 3 9-1/2 in., installed at 24 in. on center (oc) max.. Insulation: Min. 2 in. thick mineral wool insulation batts 3.5 pcf (min.), friction fitted 4 between the bottom flanges of the joists and supported by wood setting strip edges. Ends of batts shall be centered over resilient channels and tightly butted. Resilient Channel: Min in. thick (28 GA) galvanized steel resilient channel attached perpendicular to the bottom flange of the joists with one 1-1/8 in. drywall screw. Channels 5 spaced a max. of 16 in. oc. Additional channels are required at gypsum board end joints so that each board is attached to a separate channel. These additional channels shall extend to the next joist on each side of the board end joint. Gypsum Board: Min. 5/8 in. thick Type C gypsum wallboard installed with long dimension perpendicular to resilient channels and fastened to each channel with min. 1-1/8 in. long 6 Type S drywall screws. Fasteners spaced 7 in. oc and 1-1/2 in. from panel edges and ends. Edge joints shall be centered between joists. End joints shall be staggered one channel spacing. Wood Setting Strips (not shown): Minimum 1x4 (nominal) wood setting strips attached with 7 1-1/2 in. long Type W screws at 24 in. oc. along the bottom flange of joist creating a ledge to support insulation. Finish System (not shown): Face layer joints covered with tape and coated with joint 8 compound. Screw heads covered with joint compound. International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 11 of 12

12 IBI/MWP International Beams Inc. June 23, 2009 Project No COQ-004 Revised: January 27, 2015 DESIGN NO. IBI/MWP ROOF/CEILING ASSEMBLY RATING: 60 Minutes Roof Covering System: Insulation and roof covering materials intended for built-up covering which provides Class A, B, or C covering on combustible wood decks for fire resistant assemblies equivalent to the assembly. Sheathing: Min. 1/2 in. thick plywood or Oriented Strand Board (OSB) installed perpendicular to joists, with end joints staggered. Min. sheathing thickness (based on framing spacing) and fastener schedules shall comply with the Code. Structural Members: International Beams Inc. (IB) Series I-joists having a min. depth of 9-1/2 in., installed at 24 in. on center (oc) max.. (Min. 1-1/2 in. by 3-1/2 in. flange dimensions) Insulation: Min. 1-1/2 in. thick mineral wool insulation batts 2.5 pcf (min.), friction fitted between the bottom flanges of the joists and supported by resilient channels. Ends of batts shall be centered over resilient channels and tightly butted. Resilient Channel: Min in. (28 GA) thick galvanized steel resilient channels, attached perpendicular to joists using 1-5/8 in. long Type W screws. Resilient channels spaced a max. of 16 in. oc.. Additional channels are required at gypsum board end joints so that each board is attached to a separate channel. These additional channels shall extend to the next joist on each side of the board end joint. Gypsum Board: Min. 5/8 in. thick Type C gypsum wallboard installed with long dimension perpendicular to resilient channels and fastened to each channel with min. 1-1/8 in. long Type S screws. Fasteners spaced 12 in. oc in the field, 8 in. oc at wallboard end joints, and 1-1/2 in. from panel edges and ends. Edge joints shall be centered between joists. End joints shall be staggered one channel spacing. Finish System (not shown): Face layer joints covered with tape and coated with joint compound. Screw heads covered with joint compound. International Beams Inc Rev: Mar :52AM Uncontrolled Copy Page 12 of 12