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Specifications
q=e-,a 9 0 3 g' / - zCo 70 s k/ H- 8 (vc( • Building Codes Division Statewide Code Interpretation Working with Oregonians to ensure safe building construction while No: 2004 OSSC Section 1621.1 and • y ��1 . "° supporting a positive business climate. 2007 OSSC (effective on April 1, 2007) Section 1613.1. 2004 OSSC Section 1621.1, • 2007 OSSC Section 1613.1, Code Section: ASCE 7 -02 Section 9.6.2.6 and ASCE 7 -05 Section 13.5.6.2.2 2004 and 2007 for OSSC's and Code Edition: 2002 and 2005 for ASCE Standard 7. Date: REVISED: April20, 2007 • Subject: Construction requirements for Suspended Ceiling Systems. Question: What are the minimum requirements of the Oregon Structural Specialty Code for the construction of suspended ceiling systems? Answer: I. The following options are available: a. An engineered ceiling system designed for appropriate forces, b. Prescriptive ceiling systems per CISCA standards as provided below, except for ceiling systems in structures classified as Occupancy category III or IV: i. in Seismic Design Category C, construction in accordance with CISCA standards for seismic zones 0 -2. • All of the notes in section IV of this interpretation shall be applicable in addition to the CISCA requirements. ii. in Seismic Design Categories D through F, construction' • in accordance with CISCA standard for seismic zones 3 and 4 with modifications as noted in ASCE 7- 02 or ASCE 7 -05 standard. All of the notes in sections IV and V of this interpretation shall be applicable in addition to the requirements contained in ASCE 7- 02/05 or ASCE 7 -05 and the CISCA standards for • Building Codes Division • Department of Consumer and Business Services 0 State of Oregon (" 4,1w- 1535 Edgewater NW Salem, Oregon 0 PO Box 14470 Salem, OR 97309 -0404 • 503- 378 -4133 0 TTY 503- 373 -1358 0 Fax 503- 378 -2322 0 bcd.oregon.gov In accordance with OAR 918- 008 -0110, the information contained in this statewide code interpretation is legally binding on any party involved in activities regulated by applicable Oregon law, applicable Oregon regulations or the state building code. If the information contained in this statewide code interpretation is cited as a basis for a civil infraction, a representative of the jurisdiction must cite the interpretation number found in this document. • Seismic Design Categories D through F. c. Effective April 1, 2007, (with the adoption of the 2007 OSSC) the following two additional options will be available based upon ASCE 7 -05 Sections 13.2.5 and 13.2.6: • i. Shake table testing of components and their supports, to determine their seismic capacities, in accordance with ICC Acceptance criteria 156. {Section 13.2.5 of the ASCE 7 -05.), or ii. Seismic qualification by experience data based on nationally recognized procedures. {Section 13.2.6 of the ASCE 7-05.) II. Northwest Wall & Ceiling Bureau - Technical Bulletin 401 OREGON (NWCB TB 401OR): In structures other than those classified as occupancy category III or IV, suspended ceilings installed in accordance with the prescriptive provisions of NWCB TB 401OR are deemed to comply with this interpretation. NWCB TB 401OR contains information compiled from the different applicable documents such as ASCE Standard 7 -05, IBC 2006, ASTM Standard C635 and CISCA and is available at the following internet address: http://www.nwcb.org/images/resource_files/401_0REGON.pdf All of the notes in sections IV and V of this interpretation shall be applicable in addition to the requirements contained in NWCB TB 401OR. III. The Seismic restraint for suspended ceiling systems in structures classified as Occupancy Category III and IV, are required to be designed for the specific project and the anchorage of the ceiling system is required to be periodically special inspected in Seismic Design Categories D, E, and F in accordance with the provisions of the current edition of the Oregon Structural Specialty Code. IV. GENERAL NOTES. The following notes are applicable to sections I and II: a. SPECIALTY CEILINGS. Specialty ceilings, must be installed using an engineered design and may not use the provisions of this interpretation. Specialty ceilings include but are not limited to those: i. Incorporating arched ceilings, curved or curvilinear ceilings or sloped ceilings; or ii. Having no direct connection to the surrounding walls or supports, such as "free floating" or "cloud" ceiling elements. • b. TILES. Suspended ceilings installed to this interpretation may use either standard acoustical lay -in ceiling panels, tegular or kerfed ceiling panels. 2 I , c. SPREADER BARS. i. Wire ties are deemed equivalent to spreader bars ii. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. iii. Spreader bars are not required at perimeters where ceiling grid ends are attached to closure angles. d. WIRE GAUGE: The minimum wire size shall be US Steel Wire Gage #12 (0.1055 inch). V. Notes Specific to Design Categories D through F a. Lateral force bracing is required for ceilings over 144 square feet. b. Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing. c. GRID ATTACHMENT: The suspended ceiling grid shall be attached to two adjacent walls. Soffits complying D(ii)(2) are deemed to be equivalent to walls. d. SEISMIC JOINTS i. For ceiling areas exceeding 2,500 square feet, a seismic separation joint shall be provided. The layout and location of seismic separation joints shall be per the designer of record and noted on the plans. ii. In lieu of seismic separation joints, the ceiling may be divided into areas less than 2,500 square feet by the use of partitions or soffits as described below. 1. Partitions. Where used, partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. 2. Soffits. Where used, soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. iii. Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating documentation is provided. iv. The minimum movement that must be accommodated at seismic joints is 3 /4 of an inch. e. PERIMETER CLIPS: Where substantiating documentation is provided, perimeter clips may be used to satisfy the following requirements: i. 2 inch closure angle ii. Spreader bar requirements f. Sprinkler Heads: Flexible head design that can accommodate 1 inch free movement in any direction shall be permitted as an -3- alternate to the requirement for 2 inch oversize rings, sleeves or adapters through the ceiling tile. g. "Powder driven shot -in- anchors" when used for seismic application as part of the prescriptive path in Seismic Design • Categories D, E, & F shall have an ICC -ES approval for seismic applications and shall require "special inspection" irrespective of the type of "occupancy category" the structure is in. Anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. As of the issuance of this interpretation, approved load testing values for the use of "powder driven shot -in- anchors" in normal- weight concrete over a metal pan deck have not been established. Until such time as approved load testing values are established, an on -site pull -test of such assemblies is required. The test shall demonstrate that the anchor can support a minimum 250 lbs for not less than 10 seconds and be conducted by an approved testing agency. At a minimum, such testing shall be performed on 5% of the total number of wires but no less 5. Test samples shall be selected from dispersed locations. On Site Test Failures. In case of pull test failures, the testing agency shall notify the local jurisdiction. An increased level of testing, as described below, shall be conducted. All failed anchors shall be replaced. Increased testing requirements. 1. A minimum of 6 anchors in the immediate vicinity of the failed anchor shall be tested. • 2. In the event of any additional failure, all anchors placed on the same day shall be tested. Load testing results are required to be submitted to the local jurisdiction for approval prior to the ceiling grid inspections. h. Expansion, Screw In and Adhesive Anchors. The International Codes Counsel — Evaluation Services (ICC -ES) has recently issued new acceptance criteria for the anchors noted above. In order to give manufacturers time to complete the approval process, the Building Codes Division is authorizing the following grace periods effective immediately: 1. Expansion anchors: Grace period expires November 30, 2007. In the interim, expansion anchors must comply with the previously issued acceptance criteria "AC01." After that date, expansion anchors must comply with the new•ICC -ES acceptance criteria "AC 193." 2. Screw anchors: Grace period expires April 30, 2008. In the interim, screw anchors must comply with the previously issued acceptance criteria "AC 106." After that date, screw -4- ' r anchors must comply with the new 1CC -ES acceptance criteria "AC 193." E 3. Adhesive anchors: Grace period expires April 30, 2008. In the interim, adhesive anchors must comply with the • previously issued acceptance criteria "AC58." After that date, adhesive anchors must comply with the new ICC -ES acceptance criteria "AC308." Please note that the grace periods referenced above will not be extended. VI. Upgrading of Existing Ceilings; a. Ceilings without Seismic Bracing. Where existing ceilings are without seismic bracing, the ceiling system shall be brought into substantial compliance with current code requirements when 50% or more of the ceiling tile is altered, repaired or replaced as part of a general space alteration, or if all of the ceiling system is removed. Substantial Compliance means installation of the following items where required in new construction; i. lateral force bracing (splayed wires) ii. compression struts iii. slack wires on all light fixtures and air terminals. This requirement does not trigger the need for; i. 2 inch closure angle as specified in section II ii. Seismic separation joints iii. 1 inch movement in all directions around sprinkler pendants • These upgrades are not required when: i. removing portions of tiles or panels and/or grid to alter ductwork, sprinkler pipe, etc. ii. portions of a ceiling are removed only to facilitate the installation of sprinkler piping. b. Ceilings without Compression Struts. Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires, the addition of compression struts will only be required when and where the grid is replaced, altered, raised or lowered. Analysis: Building Codes Division staff has obtained clarifications from both the ASCE and CISCA staff regarding the intent of provisions in their respective documents. Both documents intended to allow the prescriptive construction of , suspended ceilings in accordance with the methodology provided in the appropriate CISCA standard along -with the modifications listed in the ASCE 7 document. Contact: Richard S. Rogers, Structural Program Chief richard.rogers@state.or.us (503) 378 -4472 -5- taw°°7az) q 3g ESR -1042 ESREPORTTM Issued April 1, 2006 This report is subject to re- examination in one year. Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699-0543 ICC Evaluation Service, Inc. Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 wwW.ICC- eS.org Regional Office • 4051 West Flossmoor Road. Country Club Hills, Illinois 60478 • (708) 799 -2305 _ DIVISION: 05 -METAL SLP -TRK, when installed in accordance with Figures 1 and 2, Section: 05400 -Cold Formed Metal Framing is designed for an allowable total vertical movement of 1 inch ( +/ -'/ inch) [25.4 mm ( +/ -12.7 mm)]. DIVISION: 07 -FIRE AND SMOKE PROTECTION 3.0 DESCRIPTION Section: 07840 -Fire stopping The SLP-TRK consists of a slotted flange formed from • DIVISION: 09- FINISHES cold- formed sheet steel. The SLP -TRK Slotted Track sections Section: 09110- Non -Load Bearing Wall Framing are roll formed into U-shaped channel sections, in widths of 2 3 4, 6 and 8 inches (63.5, 92, 102, 152 and 203 mm). REPORT HOLDER: The sections are formed from steel having design base -metal thicknesses of 0.0188, 0.0346, 0.0451, 0.0566 or 0.0713 inch SLIPTRACK SYSTEMS [0.478, 0.879, 1.146, 1.438 and 1.811 mm (No. 25, 20, 18, 16 and 14 gage)]. The section track legs (flanges) are 2 inches POST OFFICE BOX 188619 (63.5 mm) in length, and have ' / inch - wide- by -1' / inch -long SACRAMENTO, CALIFORNIA 95818 (6.4 mm by 38 mm) vertical slots spaced every 1 inch (25.4 (888) 475 -7875 mm) along the length of the section. See the isometric www.sliptrack.com detailed and enlarged track elevation in Figure 1. The SLP -TRK Slotted Track section properties shown in EVALUATION SUBJECT: Table 1 are based on Section 2210 of the IBC and Chapter 22, Division VII, of the UBC. The maximum wall heights SLP -TRK SLOTTED STEEL TRACKS FOR INTERIOR shown in Table 2 are based on the allowable lateral loads for PARTITIONS AND EXTERIOR NONLOAD- BEARING WALL steel stud wall partitions supported at the top with SLP -TRK. SYSTEMS Wall heights based on stud strength and stiffness need to be considered. The minimum thickness of the steel delivered to 1.0 EVALUATION SCOPE the jobsite must be 95 percent of the design thickness. The Compliance with the following codes: design of the steel studs and attachment of the SLP -TRK • Slotted Track to the structure are beyond the scope of this • 2003 International Building Code (IBC) report. • 1997 Uniform Building CodeTM (UBC) 3.1 Components: Properties evaluated: 3.1.1 Steel: SLP -TRK Slotted Track sections are formed from 0.0566- and 0.0713- inch -thick [1.437 and 1.811 mm (No. • Structural 16 and 14 gage)] steel complying with ASTM A 653 SS, • Fire resistance Grade 50, having a 50,000 psi (345 MPa) minimum yield strength. Sections cold- formed from steel thicknesses of 2.0 USES 0.0188, 0.0346 and 0.0451 inch [0.478, 0.879 and 1.145 mm 2.1 SLP -TRK Slotted Track: (No.25, No. 20 and No. 18 gage)] comply with ASTM A 653 SS, Grade 33, and have a 33,000 psi (228 MPa) minimum The SLP -TRK Slotted Track is a top track that is recognized yield strength. The continuous angle used in SLP -TRK for use in interior and exterior one- and two -hour System 3 is 1 inch- by -1 -inch (38 mm by 38 mm), No. 25 fire- resistance - rated, nonload- bearing, light -gage steel framed gage [0.0188 inch (0.0477 mm)], galvanized steel complying wall assemblies, described in this report, as a fire - resistive with ASTM A 653 SS, Grade 33. The continuous angle (Mesh joint capable of vertical movement which may be caused by Angle) used in SLP -TRK Slotted Track System 6 is thermal, seismic, wind loading or any other load. For 1 inch -by -2 -inch (38 mm by 70 mm), No. 25 gage [0.0188 fire - resistance -rated construction, SLP -TRK Slotted Track inch (0.0477 mm)] galvanized steel complying with ASTM A sections may be used in assemblies described. in Items 653 SS, Grade 33. The No. 25, No. 20 and No. 18 gage steel 13 -1.1, 13 -1.2 and 13 -.3 of Table 720.1(2) of the IBC, and sections have a G -40 galvanized coating, while No.16 and Items 16 -1.1 and 16 -1.3 of Table 7 -B of the UBC. No. 14 gage steel sections have G -60 galvanized coating. 2.2 SLP -TRK Expansion Joint System: 3.1.2 Gypsum: The 5 / 8 -inch-thick (15.9 mm), Type X . The SLP -TRK Slotted Track expansion joint system provides gypsum wallboard must comply with ASTM C 36 -97. positive attachment of stud to slotted -top track in non -fire- 3.1.3 Fire Protection Material: The recognized fire resistance -rated and fire- resistive joints designed to protection gypsum board sheets, fill, void or cavity material, accommodate vertical movement, in compliance with Section forming material and fire stop sealant materials, are described 713.2 of the IBC and Section 706.2 of the UBC. The in Figures 3, 4, 5 and 6. REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor ore they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. Inc.. express or implied, as to any ANSI Ending or other matter in this report, or as to any product covered by the report. *ia *annul wawa MOD= =manor Copyright © 2006 Page 1 of 9 Page 2 of 9 ESR -1042 3.1.4 Fasteners: The top of the stud must be fastened considered to be fire - resistive joints designed to through the SLP -TRK Slotted Track with No. 8 by 9 / 16 -inch (14 accommodate vertical movement as defined in Section mm), wafer head, self- tapping screws. The 1 713 of the IBC or Section 706 of the UBC, as applicable. inch (38 mm by 38 mm) steel angle must be attached to 5.3 Fire- resistive -rated wall assemblies incorporating the 4 -inch wide (drywall rip) gypsum wallboard using minimum SLP -TRK Slotted Track are limited to the assemblies No. 6 by 1 / -long (28.6 mm) drywall screws. There shall be no attachment through the slotted track that will impair described in Figures 3, 4, 5 or 6 of this report. movement. 5.4 Load reactions resulting from wall heights shall be 4.0 INSTALLATION checked with structural properties noted in Table 1 and - allowable lateral loads noted in Table 2. 4.1 SLP -TRK Expansion Joint System: 5.5 Complete plans, details and calculations for each The attachment of the SLP -TRK Slotted Track to the stud is • project, verifying compliance with this report, must be accomplished by using minimum No. 8 by 9 / 16 -inch-long (14 submitted to the building official for approval. mm), wafer head screws as shown in Figures 1 and 2. The 5.6 The uncoated minimum steel thickness of cold- formed screws are installed into each side of the SLP -TRK Slotted members, as delivered to the jobsite, must be at least Track through the center of the slots designed for upward and 95 percent of the designed base- metal thickness as • downward movement. Screw gun installation of the screws specified in this report. ensures a positive attachment of the stud framing members (in compliance with ASTM C -754) to the SLP -TRK Slotted 5.7 SLP -TRK Slotted Tracks support steel studs designed Track, but still permits vertical movement of the top track without considering composite interaction between the system. The fasteners shall penetrate the stud section a wall covering and the steel wall framing. minimum of three threads. 5.8 SLP -TRK Slotted Tracks are manufactured by the Connection of the SLP -TRK Slotted Track to the ceiling or American Roll Formed Products Corporation in floor must be based on the material substrate and the Painesville, Ohio; Dietrich Metal Framing in Goodyear, maximum allowable lateral load noted in Table 2. Arizona; and Dietrich Metal Framing in Colton, 4.2 Fire - resistance -rated Construction: California. The fire- resistance rating of the wall assembly with the 6.0 EVIDENCE SUBMITTED SLP -TRK is maintained when installation is in accordance 6.1 Data in accordance with the ICC -ES Acceptance with Figures 3, 4, 5 and 6 of this report and is approved by the Criteria for Steel Studs, Joist and Tracks (AC46), dated building official. November 2004. 5.0 CONDITIONS OF USE 6.2 Test reports in accordance with UL 2079 test standards. The SLP -TRK Slotted Track described in this report complies 7.0 IDENTIFICATION with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the Each SLP -TRK Slotted Track section is identified with the following conditions: name "SLP- TRK ", the minimum base steel thickness, the minimum yield strength (if over 33 ksi) and the evaluation 5.1 SLP -TRK tracks must be installed and identified in report number (ESR- 1042). In addition, each pallet of slotted accordance with this report, the applicable code and the track is identified with the company name, the steel thickness, manufacturer's instructions. and the section designation in accordance with Section 5.2 Connections of the SLP -TRK to floors and ceilings 2203.1 of the IBC or Section 2203 of the UBC, as applicable. substrates, as noted in Figure 2 of this report, are Page 3 of 9 ESR -1042 TABLE 1- STRUCTURAL PROPERTIES OF SLP -TRK TOP TRACK MINIMUM DESIGN CROSS SECTION PROPERTIES EFFECTIVE SECTION DESIGNATION THICKNESS PROPERTIES (inch) Fy Weight Area Ix rx ly ry Ix Sx ly Sy • (ksi) (Ibs /ft) (in') (in') (in) (In') (in) (in') (in') (in') (in') 2.50025 33 0.484 0.142 0.074 0.720 0.171 1.096 0.051 0.037 0.151 0.121 3.62525 33 0.556 0.163 0.086 0.728 0.390 1.546 0.051 0.037 0.390 0.180 4.0025 0.01880 33 0.580 0.170 0.090 0.727 0.477 1.674 0.051 0.037 0.384 0.160 6.0025 33 0.708 0.208 0.105 0.710 1.190 2.392 0.052 0.037 0.868 0.260 8.0025 33 0.836 0.246 0.115 0.685 2.377 .3.111 0.052 0.037 1.546 0.360 2.5002 33 0.882 0.260 0.175 0.822 0.308 1.089 0.155 0.099 0.174 0.210 3.6250 33 1.014 0.298 0.201 0.820 0.740 1.575 0.200 0.067 0.530 0.151 4.0000 0.0346 33 1.058 0.311 0.207 0.815 0.914 1.714 0.203 0.067 0.661 0.175 6.0000 33 1.294 0.380 0.233 0.783 2.236 2.424 0.215 0.068 1.705 0.299 8.0000 33 1.529 0.450 0.252 0.748 4.318 3.099 0.221 0.068 3.469 0.384 3.6250 33 1.321 0.389 0.260 0.818 0.966 1.577 0.260 0.088 0.763 0.196 • 4.0000 33 1.379 0.405 0.268 0.813 1.193 1.715 0.268 0.088 0.946 0.227 0.0451 6.0000 33 1.685 0.496 0.303 0.781 2.916 2.425 0.298 0.089 2.353 0.434 8.0000 33 1.992 0.586 0.326 0.746 5.630 3.100 0.310 0.089 4.692 0.618 3.6250 50 1.657 0.487 0.325 0.816 1.225 1.585 0.325 0.110 0.983 0.244 4.0000 50 1.730 0.509 0.335 0.811 1.511 1.724 0.335 0.111 1.216 0.284 0.0566 6.0000 50 2.115 0.622 0.378 0.779 3.679 2.432 0.374 0.111 3.003 0.543 8.0000 50 2.499 0.735 0.407 0.744 7.090 3.106 0.389 0.112 5.949 0.792 3.6250 50 2.087 0.614 0.406 0.813 1.566 1.597 0.406 0.138 1.381 0.306 4.0000 50 2.178 0.641 0.419 0.808 1.929 1.735 0.419 0.139 1.698 0.356 0.0713 6.0000 50 2.663 0.783 0.472 0.776 4.671 2.442 0.472 0.140 4.102 0.680 8.0000 50 3.148 0.926 0.509 0.742 8.979 3.114 0.509 0.141 7.915 1.100 TABLE 2- MAXIMUM WALL HEIGHTS WITH SLP -TRK TOP TRACK SLP -TRK MAXIMUM HEIGHT OF WALL (ft) ALLOWABLE TOP TRACK Stud Spacing on Center (in) LATERAL LOAD GAGE' 12 I 16 I 24 I 12 I 16 I 24 I 12 I 16 I 24 I 12 I 16 I 24 (lb)" Uniform Lateral Load 5 psf 10 psf 20 psf 40 psf 25 ga. 13.2 9.9 - - - - - - - - - - 33 20 ga. 55.2 41.5 27.6 27.6 20.8 13.8 13.8 10.4 - - - - 138 18 ga. 65.2 49.0 32.6 32.6 24.5 16.3 16.3 12.3 8.2 8.2 - - 163 16 ga. 123.2 92.6 61.6 61.6 46.3 30.8 30.8 23.2 15.4 15.4 11.6 308 14 ga. 136.8 102.9 68.4 68.4 51.4 34.2 34.2 25.7 _ 17.1 17.1 12.9 8.6 342 For SI: 1 inch = 25.4 mm, 1 psf = 0.0479 kN /m 1 lb. = 4.45 N, 1 foot = 304.8 mm. 1 SLP-TRK Top Track maximum wall height is based on allowable lateral load imposed on the top of a wall. Wall studs shall be determined independently. Heights based on wall allowable bending stress need to be considered. 'The allowable reaction is the point load allowed into the Slip Track imposed by a single stud. This loading is derived from testing, with the ultimate load being that load which produces a '1 inch permanent set in the SLP -TRK flanges. - 'Screw location at 1 inches from track web. Studs to be secured to SLP -TRK Top Track using No. 8 wafer head screws. 4 16 gage material is 50,000 psi; 16, 18, 20 and 25 gage material is 33,000 psi. 5 The maximum wall heights are valid for allowable lateral loads shown. No additional loads are permitted to be placed on SLP -TRK. 5 The allowable lateral load indicated can be increased by a factor of 1.33 for wind and seismic loading. 'This table applies to the five SLP -TRK widths having the same design thickness as recognized in Table 1. • Page 4 of 9 ESR -1042 INTERIOR AND EXTERIOR PARTITION DEFLECTION SYSTEM SLP -TRK® Slotted Top Track Single Track Deflection System 3 P —.- • 1 :: 1 SUMO i Width Vials' - Isometric View of Vertical Slotted Sliptrack Slotted Top Track System HEAD OF WALL ISOMETRIC AND SECTION DETAIL (STANDARDS) Notes: 1. Fire -rated assemblies shall comply to UL 2079 Test Standard 9. Partition studs at 12 ", 16 ", or 24" o/c typically. Studs attached 2. Load data based on Twining Laboratories to tracks with #8 x 9/16 wafer head screws Load Test #95-9080 / 9/11/1995 10.For larger details or CAD downloads visit vww.sliptrack.com 3. Sliptrack Systems Slotted Track — SLP -TRK® Patent 5,127.760 11.See Figure 2 thru 6 for various Installation details 4. Track is 16. 18, 20 and 25 Gauge 12.FcrOne and Two hour fire rated designs as tested per UL -2079 5. Fy = 50 ksi for 16 Gauge Members Reference www.sliptrack.com or www.ul.com (select Fy = 33 ksi for 18.20 and 25 Gauge Members certification in left navagation bar, find company name, insert 6. SLP -TRK® Single Track Systems: A second top track siiptrack, initiate search) is not required 13.0btain site specific approval from the Project Architect 7. The engineer of record for a site-specific project is and Building Official having jurisdication. Submit data responsible for the design of the connection to the structure, and installation details via the project submittal process 8. Space requirement for deflection minimum 1/2" maximum of 1" prior to field installations. -- " (UYP.) (UYP.) . • . ' . }:. .. .. , � r N — �.v V V v V Enlarged Track Elevation FIGURE 1 ..• Page 5 of 9 ESR -1042 • - Fluted Metal Deck Furrr er es Determined by with Concrete Fill / J Engineer al Record . -. Fairgoer as Determined ay Engineer of Record ,• Fluted Metal Deck TIM Conclele Fill 4 ° n . • • ' 4 .• D C .Bang 16' • D .C.IaIN.( ' /r" DEIIKIIOn Gap • I ' ' -� 1 �Y •'b O ecSon Gap 15 Waleraud Framing MIN. .- 4- Screen ITTP.) i -- 1a Wateraead Framing - Screws (TVP.) • • SIIpTrec1 Systems I � J SLP•TRK Band SIIDTrea Symons -f -- Slmled rack SLP•TRIL Brand .Fr Slotted Track fIW16411 • •--• 51WWall I • Width Vertu W Width Varies Head 01 Wall Perpendicular to Flute Head of Wall Parallel to Flute Fastener os Oelererined by Fastener es Determined by Engineer of Record fulmar of Record Fluted Metal Deck o 9 WIIM Concrete Fur • • . a : _ - — - - - 2•Bars M15" O.C. • • � I (MIN.) ' /r. Deflection Gap el Wat L.: i Y eleud Framing De !�)}- 1/4" DIIIacOan Ga Screws (171 "- -, - - I 55 dislodged Framing SIIFTrece Systems MIN. ', if. Screws ITyP.) ELP•TRa Band 511pTtacl Systems SIOWd Tract SLP-TRX Brand I Slotted Trick EludWall 1 SludWall • _ ..__ Width Yens Wlola Varies Head of Wall Head 01 Wall at Concrete Slab or Exterior Z -Bar to Accommodate Deck Fireproofing Fluted Mgtel De* Fastener es Determined try Wlla Concrete Sill Engineer of Record • Fasten as Determined ey Engineer or Record . ■ L,- ' /r- deflection Ger, RI Weledree Fuming -- -... _ .. .. ID teen MR) ' le D/IIKIIDDGa0 ElaTred Systems SLP•TRd grand 1E Maraud Framing Slued Track SIIpReck Systems .. , Vries I __ i • • I • 4• • SI P•IRK Brand (] . lStudWall1 Varies IEludWuIl I l $lolled Track Width Vertu Width Vargas 1 Ell WW1 Vane Head of Wall Chase Wall Head of Wall at Slab Edge or Exterior FIGURE 2 i Page 6 of 9 ESR -1042 Fastener n Oeurminad by Emperor of Record IIIIIIIIIil - I 10 20 GA xol Grapnel I i�� . t 0 O.C.t0 SUDtori Ory Wtl Spans Oeer 16' — � - r� •� —>— `_� - - 'h Deflection Gap 011111100 is Determined by IS Waleraead Framing Fogless' of Record O Bann (RP.) ) .0 5IIDTrace Syllami 512.1110 Brand 'M W 2' a 16 GA, Slotted Tray .. � �a Mars or 160A. CRC ®15' - O.C. (MIN.) vii OW St 'jr DeD /cllon GDP I n ... CI 18 Welerneed Framing v se lL Screw (TOP.) Vanes !Manua Spleen � � 510-100 1114 Track adw /I 1 Head of Wall at Stair Shaft or Exterior , Head 01 Wall Parallel to Beam ""my " "' intent n D/uradnld by Engines; at Record t • ill1/1/11111 Steel Beam 1 • FesuWt es 0elerml0e0 by Engineer at Record O/dlcnon coo l framlrq sc I ,,,. rawe fnP.)P.) r SlIDT1100 Systems i /. ,./ / / // ' to 2' a 16 GA. Z -Ban SIP•TOO Brats C7 : • or 18 GA. CRC 0 18' D.C. I • •, 5101Ie0 Traci i 1' *� (MIN.) 1 -n &rewi I MIN. ' /r 00000110, Gap 18 Walaraead Framing 0 Stud, MC back Stud MP.) !mu Sam GWp/ Pte FOR Stigma Systems ia" eA1. SIP •TRO Brent I I $101104 Track 1 Q�1 Mil F SOOWa l f w"m 0,011 "° "o Head of Wall under Steel Beam Head 01 Wall Parallel to Beam • Optional Z — Bar to Accommodate Beam Fireproofing Sloe Edge 2001,3? n Oe t e rminsd by Steel Beam Suet Beam • Ingham 01 Rood 0011000? 00 Determined by Enpineer of Record • • - 'l. MINN Motel lam r te' Ills. Attached to Outrigger /.� / /� / / / / /. 1 , . � ,. „ , 0.C. '1i m 2" a 16 GA. I , //�////4 a IB GA. CRC 016' 0.C. 1" lHi�l �� NOr1B GA. Hall (001x.) O.C. (MIX.) l - ee�� I . '(r' 0011,011011 Gap mix. ' /r' Deflection Coy it 18 Waserae3O P od _ I 1a Walar0nd Framing 111 Straws (TTP.) I — &rewi MP.] Stipl a*l Systems SlIpirecl Systems 510.611 Brand SlP•TRA Brood " 4 Slotted Truk l bw WWI Stored Track times' 1 Head of Wall offset from Strretlft0m Shaft Wall under Steel B diti '"' 51911 Wall Stud Z — Bar to Accommodate Beam Fireproofing Z — Bar to Accommodate Beam Fireproofing FIGURE 2 (Continued) Page 7 of 9 ESR -1042 Faslemr as Dehrminp Fulani es Delarminae by by Engineer of Record Engineer al horn filirlarBIO IIIIMIINIM I 11 I - ` 1 - v. Oebeana CaD UV l p ree i lb WlTe h, O Framing DO m° t Scars ITYP.) A I 5 SIlyTracs Systems a B YWO Sy ■ SLP•TRK T acane D l um) laaM F Stoned Tract � 0 Shan wall Stud �. I s .as me i I STUDS la 2r•0C ILLY 1 IR41.9 COrrrlmlaila Vann I I 1 tW4Wal who Yuan 1 eM,W Shalt Wall at Slab Edge or Exterior Shalt Wall at Slab Edge or Exterior - Optional ere Sons 2'! (TYP.I I i i ,",0 a U Mil il M.. lila I.— I T "s ` „"'' D Cm Both Tacks ,�,,++ n II U And Intalloh Wee g (/ Fattener as DShmlIMd by Engineer al Record • Interlock Splice Detail Horizontal Slotted Web Top Track Section at Exterior (Optional) , 0 00 '0 ®� / ® \ /� 0 a 0 0 s. o.c. / 0 0 rues -. rot ; ,.0 .0"00 . 0 "" .•0 Q, D D Optional rizotal Per Engineer (I ding - CBC 2001 Vol. 2 0 O 0 I N ° NUM UL Fire -Rated designs do not apply. .0••0.0..00 0 mam .... 0 0 •�. Head of Wall Horizontal Slotted Track at Exterior (Optional) 71: •e IIYYYYll FIGURE 2 (Continued) Page 8 of 9 ESR -1042 SLIPTRACK SYSTEMS - SYSTEM 3 SLP -TRK® Brand Slotted Top Track Head -of -Wall Expansion Joint System, One andTwo -Hour Fire- Resistive Assembly with +/- 1 /2-inch Allowable Vertical Movement 1. Floor assembly • concrete floor assembly may be over fluted steel deck or flat two KUL a OM concrete slab bearing a 2 -hour fire-resistive rating. A fire -rated roof assembly can be used In lieu of a floor assembly - 0.145%1* POWER =WM 2. Isolatek International CAFCO® 300 or W.R. Grace MK -6 - applies to fill flutes. This r FP6IFWER material fills the flutes out to the end of the metal angle. The exposed flange of the FOR AMER CAPACIY retainer angle may be wiped clean. OR POI arI1 OF REIX1115 3. No. 25 gage slotted head track by Sliptrack Systems, Inc. • 2 1 12 -inch leg • 3 5 /8-inch C[vDanU0 r9aPeoorlr� Si with inCh• t ter at 1 e center. �,iM 4. Single (1 -hour) r) ) double le (2-hour) layer 5 /8-inch Typp X gypsum X gypsum wallboard cut nominal 11111111•1111161 -Inch short of the head of the track. a'~s�` PoMrn nclu"1m 5. Continuous 1 1 /2-inch-by-1 I/2-inch in 10 foot lengths No. 25 gage galvanized metal angle. F [A ' � er (AD1 fWE _ armpr ASIO ar rr as we 6. 140.25 gage steel stud. minimum width 3 5 /8-inches � ; i ilia +a: r • 7. Slotted track attached to the decking with 1- inch -long powder actuated fasteners. 001.1 W 1101 rM ill 25 a KM MOLE (09) maximum 0112 Inches on canter. - I, )p M MURK 8. Steel studs are cut nominal /4 -inch short of the head of the track and attached with * MIS gyp,) No. 8. /16 -inch tong wafer head screws through the center point 01 the 1 1 2 -inch- long slots In the side of the track. 11 1 -no traAr 9 . There Is an open travel gap of 1 1 /4- Inches at the head of the wall. The system is . st.Pr ROM 1Rrp. constructed in a 1 2 -inch open position, allowing unencumbered movement of 1-inch, Iv WOW/1 l____ I.e. a / • 1 /2-inch. lmo MI 10.Single layer (for both 1 and 2 hour ratings) of 4 -inch -wide 5 /8 -Inch Type X wallboard vAina 4'i MULL YPC Y valance attached to metal angle on the board side with No. 6 by 1 1 /8-inch drywall 013711 screws at 8 inches on center. The metal angle is then attached to the floor deck with Head of Wall Perpendicular to Flute - System 3 3 /4-inch long powder - actuated fasteners at 12 Inches on center. The valance is set abutting the /8 -inch gypsum wall. 11.There shall be no attachment through the head track that will impair movement. FIGURE 3 SLIPTRACK SYSTEMS - SYSTEM 6 SLP -TRK® Brand Slotted Top Track Head -of -Wall Expansion Joint System, One and Two -Hour Fire - Resistive Assembly with +/- 1 /2 -inch Allowable Vertical Movement 1. Floor assembly - concrete floor assembly may be over flirted steel deck or flat rum METAL r[ DOM concrete slab bearing a 2 -hour lire-resistive rating. A fire -rated roof assembly can be used in lieu of a floor assembly arrgo.t' POO t(Twym)) 2. Isolalek International CAFCO® 300 or W.R. Grace MK -6 • applies to fill Rules. This B �� FV WW1 ru j/gUEA material fills the flutes out to the end of the metal angle. The exposed flange of the Far FASI[IIEA avian retainer angle may be wiped clean. OR PER ocwaa a r� 3. No. 25 gage slotted head track by Sliptrack Systems. Inc. - 2 1 /2-inch leg - 3 5 /8-inch ®, srtasruw srtu width with 1 /4- inch - wide -by -1 1 /2 -inch slots at 1-inch on center. 4. it I (1 -hour) 5 /8-inch S r a hou doubt (2-h our) r T X gypsum wallboard O l ) double I o) IayC Type gypsu y a Iboartl ctrl nominal „ ,:,, ; , ,� ;, ai oas t Pogo,cwam � � � /� o:;;ro•; �;: ` •• , rusmuu Al c nNE 5 /8 -inch short of the head of the track. ' `_,` %%" O _% ` % % ; ampr a rr ac. „N. 5. Continuous 1 t2- inch•hy2 3 14 -inch in 10 loot lengths No. 25 gage galvanized Mess metal angle. r ,, r -� I 1 •„ w 6. No. 25 gage steel stud, minimum width 3 5 /8- inches OO1FCrmr 7. Slotted track attached to the decking with 1 •inch•1un g powder actuated fasteners, maximum of 12 inches on center. • — — 1 I s OR 8. Steel studs are cut nominal 3 /4 -inch short of the head of the track and attached with ap�a VIM No. 8 - 9 /16 -inch long water head screws through the center point of the 1 1 /2-inch- 11 1 I i long slots in the side of the track. swAMID nuor 9. I" long powder actuated fastener ±s 12 o.c. g 3/8 -inch out from corner of angle. eNelyt Sydt 10.There is an open travel gap of 1 1 /4- inches al the heart of the wall. The system is snn wr M; FM Y rnrvu constructed in a 1 /2-inch open position. allowing unencumbered movement of 1 -inch, MOM WM i.e. , / • 1 /2-inch. Head of Wall Perpendicular to Flute System 6 11.There shall be no attachment through the head track that will impair movement FIGURE 4 Page 9 of 9 ESR -1042 SLIPTRACK SYSTEMS - SYSTEM 7 -19 SLP -TRK® Brand Slotted Top Track Head -of -Wall Expansion Joint System, One and Two -Hour Fire - Resistive Assembly with +/- 1 /2-inch Allowable Vertical Movement WED KUL Car 1. Wall Assembly • Approved t or 2 hour lire rated gypsum board i stud wall assembly. vice O CROC fli 2. Floor Runners - Floor runners of the wall assembly shall consist of gale. Steel e.r45.r FORD ROWED channels sized to accommodate steel studs. r0a01 o rr OZ. (wU 3. Ceiling Runners - Slotted Ceiling Track, No. 25 gage slotted head track by Sliptrack rUaa>'a rasrom+ rree.rAereREa Y, rm moo awrarr Systems, Inc. - 2 1 12 -inch leg -3 5 /8-inch width with 1 /4-inch-wide-by-1 1 /2 -inch slots 01t PER MIER rF H» at 1 -inch on center. Slotted ceiling track sized to accommodate steel studs. The length 11111111*/ na.i soot of the top track leg shall be min. 1 14 -inch (6 mm) greater than the faint width. - ' _ f1 G0^s 4. Steel Studs • studs to be min. 3 5 /8 -inch wide and formed of min. 24 MSG gale. Steel. '�`ii f s�.`,'. IRE raESISrxc Studs cut 1 /2-inch to 3 /4 -Inch (13 mm to 19 mm) less in length than assembly height 4..' ,W " g 5. Fasteners - Secure studs to floor and ceiling runners with No. 8 • 9 /16 -inch long wafer — ■■ 'tea. ... head screws through the center point of the 1 1 /2- inch -long slots in the side of the • k .• % ° - • 00117 1 ra' e'° track on both sides of the wall. 6 Fire Protection - Approved Gypsum Board Sheets. Fill, Void or Cavity Material. I I ) rrurew Forming Material and/or FireStop Sealant install as specified. € Ii. C 51P - 0X WO 7. There shall be no attachment through the head track that will Impair movement. II tl am 5511:16 sU= MACK " J. 1 Head of Wall Perpendicular to Flute - System 7 -19 FIGURE 5 SLIPTRACK SYSTEMS - SYSTEM SH WALL SLP -TRK® Brand Slotted Top Track Head -of -Wall Expansion Joint System, One and Two -Hour Fire- Resistive Assembly with +/- 1 /2-inch Allowable Vertical Movement Omni' KM CUM 1. Shaft Wall Assembly - Approved 1 or 2 hour lire rated shalt wall assembly. rrtrnee • rr oe 01.74 2. Floor Runners • - J" Shaped runner, min. 2 1 /2-inch (64 mm) wide with unequal legs OMNI F01 MOM WOO r � of min. 1 -inch (25 mm) and 2 -inch (51 mm). fabricated from min. 24 MSG gale. Steel. 0A RA MCA Cr ROXRo Runners positioned with shover leg toward finished side of wall. 1111111111110 11 3. Ceiling Runners • Slotted Ceiling Track. No. 25 gage slotted head track by Sliptrack '— — ,I — 11E-11=174 1 0 +u as VIM. 10X Systems. Inc. - 2 1 /2-inch leg -2 1 /2-inch width with 1 /4- inch - wide -by -1 1 /2 -inch slots oa a r, at 1 -inch on center. Slotted ceiling track sized to accommodate steel `c -r. "l" or 'C• y; , r . Mulncren H" studs. The length o1 the top track leg shall be min. 1 /4 -inch (6 mm) greater than vI the joint width. L _ I - wnerb MOOR 4. Steel Studs • - c-r. - I - or "C -H" studs to be min. 2 1 /2 -inch (64 mm) wide and formed of min. 24 MSG gate. Steel. Studs cut /2 -Inch to /4 -inch (13 mm to 19 mm) syrAa sism less in length than assembly height. WV 5. Fasteners - Secure studs to Moor and ceiling runners with No. 8 - 9 /16-inch long wafer head screws through the center point of the 1 1 /2 -inch -long slots in the side of the s track on linlshed side of the wall only. OW RR/ so 6. Fire Protection • Approved Gypsum Board -Shaft Wall Liners. Gypsum Board Sheets, • mn SW Bond Breaker Tape. Fill, Void or Cavity Material. Forming Material and /or FireStop no MK - r SKR7 uoCR Sealant install as specified. 7. There shall be no attachment through the head track that will impair movement. Shaft Wall at Slab Edge - System 7 -19 FIGURE 6 Product Identification CA FC Steel Stud Manufacturing Co. All SCAFCO products have a four part identification code which identifies the size (both depth and flange width), style, and material thickness of each member. Example: V Member Depth: (Example: 6" = 600 x 1 /100 inches) All member depths are taken in 1 /100 inches. Flange Width: For all "T" sections member depth is the (Example: 1 %" = 1.625" 162 x 1 /100 inches) inside to inside dimension. All flange widths are taken in 1 /100 inches. Style: Material Thickness: y`9' (Example: Stud or Joist section = S) (Example: 0.054 in. = 54 mils; The four alpha characters utilized by the 1 mil = 1 /1000 in.) designator system are: Material thickness is the S = Stud or Joist Sections minimum base metal thickness T = Track Sections in mils. Minimum base metal U = Channel Sections thickness represents 95% of F = Furring Channel Sections the design thickness. Note: For those sections where two different yield strengths (33 ksi and 50 ksi) are shown, the yield strength used in the design, if greater than 33 ksi, needs to be identified on the design and ordering of steel. (i.e., 600S162 -54 (50 ksi)) C -Stud / Joist Track Channel Furring Channel S- Sections T Sections U- Sections F- Sections 2 ff l SCAFC0o General Product Information Steel Stud Manufacturing Co rl Thickness - Steel Components Design Stiffening Lip Length r 'i7h ,5iTics =' , „ irc;i?. i7 r r -_, Rlfij„ lr tTtiTci �,11T1, t 4 i.,!;r0 T /� 7 -�, __...., ; 1 14 a 1 h 3 ti r - , .�. 11A01'?,„...,_:_____ ti,-... - i .a. L:.n.�..._.. __ _ : ' 1 � f1.:�.__ .._........ _tt .J.f .. __ 9 .� f .�.s a�, . -��_ _tyl!� ^ ._,F:'4j.__i 18 0.0188 0.0843 25 S125 1 '/,” 0.188 27 0.0283 0.0796 22 S137 1 %" 0.375 30 0.0312 0.0781 20 — Drywall S162 1 5 /e" 0.500 33 0.0346 0.0764 20 — Structural S200 2" 0.625 43 0.0451 0.0712 18 S250 2 /s" 0.625 54 0.0566 0.0849 16 68 0.0713 0.1069 14 97 0.1017 0.1525 12 1 Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site based on Section A3.4 of the 1996 AISI Specification. General Notes for all tables 1. The strength increase due to cold work of forming , ./vas incorporated for flexural strength as applicable per AISI A7.2. 2. The moment of inertia for deflection is calculated at a stress which results in an effective section modulus such that the stress times that section modulus is equal to the allowable moment. This follows Procedure 1 of the AISI Specification. 3. The yield stress (33 ksi or 50 ksi) used to calculate the tabulated values are indicated in the tables. 4. When provided, factory punch -outs will be located along the centering of the webs of the members and will have a minimum center -to- center spacing of 24 ". Punch -outs will have a maximum width = half the member depth (d /2) or 2 1 /2 whichever is less, and a maximum length = 4 W. The minimum distance between the end of the member ` and the near edge of the web punch -out = 10 ". 5. For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified by the contractor /purchasers. (i.e., 362S137 -54 (50 ksi)) Definitions of Structural Property Symbols Gross Properties lxx: Moment of inertia of the gross section about the X -X axis (strong axis). Y Rx: Radius of gyration of the gross section about the X -X axis. lyy: Moment of inertia of the gross section about the Y -Y axis (weak axis). Ry: Radius of gyration of the gross section about the Y -Y axis. Effective Properties lxx: Moment of inertia for deflection calculations based on "Procedure 1 for Deflection Determination" of the 1996 AISI Specification. x + —X Sxx: Effective section modulus about the X -X axis (strong axis) Stress = F. Ma: Allowable Bending Moment – Based on the effective section modulus and the allowable stress including the strength increase from cold -work of forming (AISI 7.2) where applicable. • Ycg: Maximum distance from the outside of the compression flange to the center of gravity of g the effective section. y Torsional Properties J: St. Venant Torsional Constant ,171 Cw: Torsional warping constant. Xo: Distance from the shear center to the centroid along the principal X -axis. Ro: Polar radius of gyration about the centroidal principal axis. R: 1 - (Xo /Ro) 5 • a/A4- 7�9 -X2233' COVED / 7C gaf f MAR 1 S 2009 Gal OFTIGARD BUILDING DIVISION APEX INDUSTRIES INC. TENANT IMPROVEMENT Specifications March 2, 2009 d e c a. I N C 935 SE Alder Street, Portland Oregon 97214 t. SECTION 09100 09100 -1 STEEL WALL FRAMING SYSTEMS 1 2 • PART 1 - GENERAL 3 • 4 5 • EXTENT OF WORK 6 7 • Wall Framing to receive Gypsum Board. 8 9 10 • REFERENCED SPECIFICATIONS 11 12 • General: 13 • Conform to Referenced Specifications hereinafter named, as Designer judges 14 them applicable, and as modified and supplemented herein. 15 • Recommended materials and methods are mandatory; those proposed as 16 equivalent by Contractor must be accepted by Designer. 17 • Metal Framing and Furring for Gypsum Board: 18 • Installation of Steel Framing Members to receive Screw - attached Gypsum 19 Wallboard, Backing Board, or Water- resistant Backing Board; ASTM C -754. 20 • Exceptions: 21 • Provide Items not covered by above Standards, or herein, in accordance with 22 Manufacturer's directions. 23 24 25 • COORDINATION 26 27 • Coordinate with other Trades affecting or affected by Work of this Section. 28 29 30 • BUILDING CODE 31 32 • If and where Fire -rated Partitions are required, construct to obtain Code - required Rating. 33 34 35 • PRODUCT DELIVERY, STORAGE, & HANDLING 36 37 • Protect Metal Materials against rust and other damage. 38 • Do not distort Members. 39 • Do not overload Structure with stored Products. 40 41 42 43 44 45 46 47 48 APEX INDUSTRIES TI 09100 -1 •4 .I SECTION 09100 09100 -2 STEEL WALL FRAMING SYSTEMS 1 • PART 2 - PRODUCTS 2 3 4 • MANUFACTURERS 5 6 • Cemco, Dietrich, Scafco, Steeler, Steel Systems, Western, or approved. 7 8 9 • WALL FRAMING STUDS 10 11 • Material: Steel 12 • Manufacturing Standard: ASTM C -645 13 • Shape: Channel 14 • Size: See Drawings 15 • Metal Finish: Electro- galvanize in accordance with ASTM A -591 class B 16 • Minimum Metal Thickness: 25 ga.typ. 17 • Required Accessories: Runner Track and other Devices necessary for complete installation. 18 19 20 • FRAMING & FURRING CHANNELS 21 22 • Material: Steel 23 • Manufacturing Standard: ASTM C -645 Class B 24 • Size: See Referenced Specifications 25 • Shape: Channel 26 • Metal Finish: Electro- galvanize in accordance with ASTM A -591 class B 27 • Minimum Metal Thickness: 25 ga. 28 29 30 • FURRING ACCESSORIES 31 32 • Type: Contractor's choice 33 • Provide as indicated or required for complete installation. 34 35 -36 • WIRE 37 38 • Material: Galvanized Steel Wire 39 • Manufacturing Standard: Fed. Spec. QQ -W -461 40 • Minimum Wire Size: 41 • For Tying: 16 ga. 42 • For Hanging: 9 ga. • 43 44 45 • FASTENERS & ATTACHMENT DEVICES 46 47 • Made or recommended by Accessory Manufacturer. 48 • Provide all required for complete installation. APEX INDUSTRIES TI 09100 -2 SECTION 09100 09100 -3 STEEL WALL FRAMING SYSTEMS 1 2 3 4 • PART 3 - EXECUTION 5. 6 7 • EXISTING CONDITIONS 8 9 • Verify that Structures and Surfaces to receive Work specified herein are straight, true, 10 plumb, square, secure, rigid, and otherwise properly prepared. 11 • Prior to starting Work, notify General Contractor about defects requiring correction. 12 • Do not start Work until conditions are satisfactory. 13 14 15 • PROTECTING WORK OF OTHER SECTIONS 16 17 • Protect against damage and discoloration caused by Work of this Section. 18 19 20 • GENERAL INSTALLATION REQUIREMENTS 21 22 • Follow Referenced Specifications and Manufacturer's instructions, except as modified 23 hereunder. 24 25 26 • WALL FRAMING INSTALLATION 27 28 • Accurately locate and install plumb, true, and secure. 29 • Maximum Stud Spacing, unless otherwise shown on Drawings: 16 inches o.c. 30 • Isolate Stud Partitions from Structure to prevent transfer of loads or movement into 31 Partitions. 32 • Where Stud Partitions stop at or slightly above Ceiling, brace Partition to Structure as 33 required to stabilize Partitions. 34 • If, and where, Studs extend vertically past adjacent horizontal Structural Members, 35 connect Stud to Structural Member with Side Clips. 36 • Do not splice Studs. 37 • Align Utility Openings in Stud Webs. 38 • Form Corners and Intersections with three Studs. 39 • Locate Studs within 2 inches of Internal Corners. 40 • Frame around Openings. 41 • At any Studs not sheathed full- height on both faces, provide 1 -1/2 inch wide by 16 ga. 42 horizontal Steel Channel Bridging to prevent Stud rotation. Space Bridging 48 inches • 43 apart maximum, and secure to Stud Webs. 44 • Provide Partition- height Stud adjacent to Door Frame Jambs and secure to Jambs. 45 Provide additional Partition - height Stud approximately 2 inches from each Jamb -stud 46 and attach to Jamb -studs with Spacers 18 inches above Floor and at 12 and 27 inches 47 below Door Frame top. APEX INDUSTRIES TI 09100 -3 . SECTION 09100 09100 -4 STEEL WALL FRAMING SYSTEMS 1 • Provide 18 ga. x 8 inch minimum width Galvanized Steel Reinforcing and Blocking as 2 required behind Wall- mounted Door Stops, and to support Wall -hung loads such as 3 Cupboards, Tackboards, Railings, Toilet Room Accessories, Building Equipment, etc. 4 Verify exact locations. 5 6 7 • TYING FRAMING & FURRING MEMBERS 8 9 • Material: Double - strand Tie Wire 10 • Splicing: Double -wrap tie 11 • Horizontal Stiffeners to Channel Brackets: Figure -eight tie 12 • Framing Members perpendicular to each other: Saddle tie 13 14 15 • ALLOWABLE INSTALLATION TOLERANCES 16 17 • Maximum Deviation from: 18 • Specified Member Spacing: Plus or minus 1/8 inch • 19 • True & Plumb: 1/8 inch per 1.0 ft. 20 21 22 • PRODUCT CLEANING & REPAIRING 23 • 24 • Including Work of other Trades, clean, repair and touch -up, or replace when directed, 25 Products which have been soiled, discolored, or damaged by Work of this Section. 26 • Remove Debris from Project Site upon Work completion, or sooner if directed. 27 28 29 30 31 32 END OF SECTION APEX INDUSTRIES TI 09100 -4 SECTION 09250 09250 -1 GYPSUM BOARD 1 2 • PART 1 - GENERAL 3 4 5 • REFERENCED SPECIFICATIONS 6 7 • General: 8 • Conform to Referenced Specifications hereinafter named, as Designer judges 9 them applicable, and as modified and supplemented herein. 10 • Recommended materials and methods are mandatory; those proposed as 11 equivalent by Contractor must be accepted by Designer. 12 • Metal Furring Installation: 13 • Comply with applicable requirements specified in ASTM C -754. 14 • Gypsum Board Application & Finishing: 15 • Standard Specifications for the Application and Finishing of Gypsum Board, 16 ASTM Document C -840. 17 18 19 • COORDINATION 20 21 • Coordinate with other Trades affecting or affected by Work of this Section. 22 23 24 • REGULATORY AGENCY REQUIREMENTS 25 26 • If and where Fire -rated Partitions are called for on Drawings, construct to obtain 27 specified Rating. 28 29 30 • PRODUCT DELIVERY, STORAGE, & HANDLING 31 32 • Deliver Products to Site with Manufacturer's original, legible Labels intact. 33 • Identi Fire -rated Materials with Testing Agency s es c fY g g Y Label. 34 • Indicate Adhesive "open time" on Container Label. 35 • Protect Gypsum Material against moisture and Metal Materials against rust. 36 • Stack Gypsum Board on edge; do not stack flat or with longer lengths overhanging 37 shorter lengths. 38 • 39 40 • ENVIRONMENTAL REQUIREMENTS 41 42 • Perform Work only under the following conditions: • 43 • Air Temperature for 24 hours before and during Work, and for 24 hours after 44 Materials have dried: 55 °F to 75 °F 45 • Minimum Work Space Illumination measured 3 ft. above adjacent Floor: 30 ft. candles 46 • Ventilation: Maintain sufficient for proper Joint Treatment drying. 47 48 APEX INDUSTRIES TI 09250 -1 • • SECTION 09250 09250 -2 GYPSUM BOARD 1 • 2 • PART 2 - PRODUCTS 3 4 5 • PRODUCTS - GENERAL 6 7 • Manufacturers: 8 • Metal Products: Beadex, Scafco, Steeler, Steel Systems, US Gypsum, Western, 9 or approved. 10 • Gypsum Products: Celotex, G.P., Gypsum, Gold Bond, James Hardie, Manville, 11 National Gypsum, US Gypsum, or approved. 12 • Other Products: As specified hereunder. 13 14 15 • GYPSUM BOARD 16 17 • Manufacturing Standard: ASTM C -1396 18 • Thickness: 5/8 inch, unless otherwise shown on Drawings, or otherwise required for • 19 Code - compliance. 20 • Backer Board: 21 • Type: X 22 • Edges: Square or T &G 23 • Extent of Work: Use as base layer for other Finish Materials, 24 • All Other Board: 25 • Type: X 26 • Edges: Tapered 27 28 29 • FASTENERS 30 31 • Material: Steel 32 • Manufacturing Standard: ASTM C -646 33 • Type & Length: Screws recommended by Board Manufacturer to satisfy conditions of use. 34 35 36 • METAL TRIM 37 38 • At External Corners: Similar to U.S. Gypsum Dura -Bead 800 39 • At Exposed Gypsum Board Edges & where Gypsum Board abuts other Materials: Similar 40 to U.S. Gypsum Casing Bead 200 -B 41 • Control Joints: Similar to U.S. Gypsum 093 42 43 44 • JOINT TAPE & COMPOUND 45 46 • Manufacturer & Brand: Contractor's choice 47 • Manufacturing Standard: ASTM C -475 48 • Type: Satisfy conditions of use. APEX INDUSTRIES TI 09250 -2 SECTION 09250 09250 -3 GYPSUM BOARD 1 2 3 • LAMINATING ADHESIVE 4 5 • Made or recommended by Board Manufacturer. 6 7 8 • SURFACE SEALER 9 10 • Manufacturer: Hamilton (714) 637 -2770, or approved. 11 • Brand: Prep Coat Plus 12 • Extent of Work: If and where Spray Texture is provided, apply Sealer over Gypsum 13 Board after taping and prior to applying Spray Texture. 14 15 16 • SPRAY TEXTURE COMPOUND 17 18 • Manufacturer & Brand: U.S. Gypsum Spray Texture Finish, or approved. 19 • Extent of Work: If and where necessary to match existing adjacent Surface Texture, 20 provide Compound at Gypsum Board surfaces scheduled to receive Paint finish. 21 22 23 • OTHER MATERIALS 24 25 • Made or recommended by Gypsum Board Manufacturer. 26 • Provide all indicated or required for complete installation. 27 28 29 30 • PART 3 - EXECUTION 31 32 33 • EXISTING CONDITIONS 34 35 • Verify that Surfaces to receive Gypsum Board are accurately located, plumb, square, 36 true, secure, dry, and otherwise properly prepared. 37 • Prior to starting Work, notify General Contractor about defects requiring correction. 38 • Do not start Work until conditions are satisfactory. 39 40 41 • PROTECTING WORK OF OTHER SECTIONS • 42 43 • Protect against damage and discoloration caused by Work of this Section. 44 • To prevent damage to Electrical Wiring, accurately cut openings in Board for Electrical 45 Boxes prior to installing Board. Do not make Openings with Router after Board installation. 46 47 48 APEX INDUSTRIES TI 09250 -3 SECTION 09250 09250 -4 GYPSUM BOARD 1 • GENERAL INSTALLATION REQUIREMENTS 2 3 • Follow Referenced Specifications and Manufacturer's instructions, except as supplemented 4 or modified herein. 5 6 7 • GYPSUM BOARD INSTALLATION 8 9 • Install Wallboard horizontally, and extend to within 1/4 inch of Floor. 10 • Loosely butt Joints. 11 • Except at Corners, place Tapered Edges together. 12 • Do not place Butt Edges against Tapered Edges. 13 • Where possible apply Boards without Butt Joints. Where Butt Joints are necessary, 14 locate as far from Wall and Ceiling centers as possible and stagger, including Joints on 15 opposite face of Partitions. 16 • Maintain 3/8 inch minimum distance between Fastener and Board Edge. 17 • Dimple Board Surface 1/32 inch with Fastener; do not fracture Face Paper. 18 • Secure to Framing as follows: 19 • At Wall Framing: Screw at 8 inch o.c. along Board perimeter and at 12 inch o.c. 20 • at Intermediate Supports. 21 • At Ceiling Framing: Screw at 8 inch o.c. along each Support. 22 • Board may, at Contractor's option, be secured to Wall and Ceiling Framing with 23 Adhesive if also screwed to Wall Supports at 16 inch o.c. and to Ceiling 24 Supports at 12 inches o.c. 25 26 27 • CONTROL JOINTS 28 29 • Provide Control Joints, unless otherwise shown on Drawings, as follows: 30 • If and where Framing changes direction 31 • Over Joints between dissimilar Substrates 32 • Where necessary to divide Gypsum Board into areas not exceeding: 33 • 2 -1/2 to 1 length to height Ratio 34 • 30 ft. o.c. 35 • Elsewhere shown on Drawings 36 37 38 • ALLOWABLE INSTALLATION TOLERANCES 39 40 • Maximum Ceiling Deflection: 1/360 of span. 41 • Maximum Deviation from True Plane: 1/8 inch per 10 ft. and 1/16 inch in any running ft. 42 43 44 • JOINT, CORNER, & SURFACE TREATMENT 45 46 • Protect External Corners and Exposed Edges with Metal Trim. 47 • Except at Backer Board, fill Board Joints, Internal Corners and Angles, Fastener Head 48 Depressions, and Accessories as follows: APEX INDUSTRIES TI 09250 -4 SECTION 09250 09250 -5 GYPSUM BOARD 1 • At Gypsum Board to receive Paint Coating over Fine Spray Texture, if any: . 2 • Embed Tape in Joint Compound plus 3 additional coats of Compound. 3 • Remove Tool Marks, Ridges, and excess Compound. 4 • Cover entire surface with Surface Sealer. Lightly sand or sponge to 5 assure smooth and even surface. 6 • At all other Gypsum Board: 7 • Embed Tape in Joint Compound plus 3 additional coats of Compound. 8 • Remove Tool Marks, Ridges, and excess Compound. 9 • Cover entire surface with Surface Sealer. Lightly sand or sponge to 10 assure smooth and even surface. 11 12 13 • GROUTING HOLLOW STEEL DOOR FRAMES 14 15 • Where Frames are installed in Gypsum Board Walls, fill Frame Heads and Jambs with 16 fast - setting Gypsum Compound. 17 • If grouted prior to Gypsum Board installation leave Groove inside to receive Board. 18 • 19 20 • SURFACE TEXTURE 21 22 • Where necessary to match existing adjacent Textured Surface: 23 • Spray -apply Texture Compound to match existing adjacent Texture. 24 • Follow Manufacturer's instructions. 25 • Elsewhere: 26 • Leave smooth without Texture. 27 28 29 • GYPSUM BOARD REPAIRING 30 31 • General: 32 • After installation and before finishing, correct any Surface Damage or Defects. 33 • Leave Surfaces clean, uniform, and ready for Finishing specified in other Sections. 34 • Screw Pop: 35 • Repair by installing new Screw approximately 1 -1/2 inch away from Projecting 36 Screw and reset Projecting Screw. 37 • Where Face Paper is fractured install new Fastener approximately 1 -1/2 inch 38 away from Projecting Screw and remove Projecting Screw. 39 • Fill Damaged Surface with Joint Compound and finish flush and smooth. 40 • Ridging: 41 • Sand Ridges smooth without cutting Joint Tape. 42 • Fill Concave Areas on both sides of Ridge with Compound and finish flush and smooth. 43 • Cracks: 44 • Fill with Joint Compound and finish flush and smooth., 45 46 47 48 APEX INDUSTRIES TI 09250 -5 SECTION 09250 09250 -6 GYPSUM BOARD 1 • PRODUCT CLEANING & OTHER REPAIRING 2 3 • Including Work of other Trades, clean, repair and touch -up, or replace when directed, • 4 Products which have been soiled, discolored, or damaged by Work of this Section. 5 • Remove excess Joint Compound and any other Finishing Compounds from Floors and 6 other Surfaces. 7 • Broom -clean Work areas. 8 • Leave Surface ready for Finishing specified in other Sections. 9 • Remove Debris from Project Site upon Work completion, or sooner if directed. 10 11 12 END OF SECTION • APEX INDUSTRIES TI 09250 -6 • • SECTION 09500 09500 -1 ACOUSTIC TILE 1 2 • PART 1 - GENERAL 3 • 4 5 • SHOP DRAWINGS for Metal Suspension System 6 7 • Show complete fabrication and installation details. 8 9 10 • CERTIFICATION OF CODE COMPLIANCE 11 12 • Prior to starting Work, submit to Designer written certification that Ceiling System 13 complies with Seismic Loading requirements of Building Code and that System is 14 acceptable to Building Official. 15 16 17 • PRODUCT DELIVERY 18 19 • Deliver Tile in original, unopened, protective packages with Manufacturer's legible 20 Labels indicating brand name, pattern, size, thickness, and fire rating, if any. 21 22 23 • PRODUCT STORAGE & HANDLING 24 25 • Protect against moisture, damage, and discoloration. 26 • Store Tile Cartons open at each end to stabilize moisture content and temperature. 27 • Do not store Tile near Materials that could off -gas or emit Harmful Fumes, such as Gas 28 Heaters, fresh Paint, Adhesives, etc. 29 30 31 • ENVIRONMENTAL REQUIREMENTS 32 33 • Delay installation of Acoustic Units until Work Spaces are dry. 34 • Perform Work only under the following conditions for 24 hours before, during, and 35 24 hours after installation: 36 • Humidity: 65% to 75% 37 • Ambient Air Temperature: 55 °F to 80 °F 38 39 40 • FIELD MEASUREMENTS 41 42 • Verify prior to fabrication. • 43 • If field measurements differ slightly from Drawing dimensions modify Work as 44 required for accurate fit. If measurements differ substantially, notify Designer and 45 Owner's Authorized Representative prior to fabrication. 46 47 48 APEX INDUSTRIES TI 09500 -1 SECTION 09500 09500 -2 ACOUSTIC TILE 1 • EXTRA STOCK 2 3 • Submit 1 extra case of each Acoustic Tile in unopened protective package. 4 • Store on Project Premises where directed by Owner. 5 6 7 8 • PART 2 - PRODUCTS _ 9 10 11 • ACOUSTIC TILE 12 13 • Manufacturer: 14 • Armstrong, Celotex, USG Interiors, or approved. 15 • Manufacturers listed above are approved provided they can supply Units that 16 match specified pattern to Designer's satisfaction. 17 • Material: Mineral fiber with 75% minimum post - industrial recycled content 18 • Facing: 19 • Material: Manufacturer's standard factory- applied Paint finish 20 • Color: White 21 • Minimum U.L. Fire Resistance Rating: None required 22 • ASTM E -84 Flame Spread Class: A 23 • Maximum ASTM E -84 Smoke Development Rating: 450 24 • Pattern: Match Armstrong Cirrus- Second Look 25 • Face Size: 24x48 inches 26 • Edges: 27 • Shape: Similar to Armstrong Angled Tegular 28 • Width: Match Tee Bar width specified below 29 30 31 • TILE SUSPENSION SYSTEMS 32 33 • Manufacturer: Armstrong, Chicago Metallic, Donn, or approved. 34 • Brand: Similar to Armstrong Prelude • 35 • Material: Steel 36 • Type: Heavy -duty, exposed Tee in 2 directions, all Tile removable for access to Space 37 above. 38 • Face Width: 15/16 inch • 39 • Minimum U.L. Fire Resistance Rating: None required 40 • Edge Trim: Match Suspension System 41 • Finish: Manufacturer's standard Enamel 42 • Color: Match adjacent Acoustic Tile. 43 • Layout: See Drawings 44 45 46 47 48 APEX INDUSTRIES TI 09500 -2 SECTION 09500 09500 -3 ACOUSTIC TILE 1 • FASTENERS & ACCESSORIES 2 3 • Type & Sizes: Recommended by Suspension System Manufacturer 4 5 6 7 • PART 3 - EXECUTION 8 9 10 • EXISTING CONDITIONS 11 12 • Verify that structure and surfaces to receive System Components are properly prepared 13 to receive Components. 14 • Prior to starting Work, notify General Contractor about defects requiring correction. 15 • Do not start Work until conditions are satisfactory. 16 17 18 • PROTECTING WORK OF OTHER SECTIONS 19 20 • Protect against damage and discoloration caused by Work of this Section. 21 22 23 • INSTALLATION 24 25 • General: 26 • Follow Referenced Specifications, Manufacturer's instructions, and Layout 27 Drawings, except as modified hereunder. 28 • Delay start of Work until above - ceiling Work by other Trades has been 29 completed. 30 • Tile Suspension System: 31 • Where Mechanical and Electrical Work interferes with regular spacing of 32 Hangers, provide additional Hangers and Channels and make necessary 33 adjustments in Ceiling construction. 34 • Do not attach to or pass Hangers through Mechanical or Electrical Ductwork. 35 • Provide Framing around any recessed Lighting Fixtures and other Openings. 36 • Maximum Vertical Hanger Splay: 6 inches per 4 ft. 37 • Acoustic Tile: 38 • Install in level plane, in straight line courses, and with solid bearing on Support 39 Members. 40 • Minimum Border Tile Width: 1/2 Unit dimension, unless otherwise shown on 41 Drawings. 42 • Install any Pattern grain in one direction. • • 43 • Provide Tile at vertical surfaces between differing adjacent Ceiling levels, 44 unless otherwise shown on Drawings. 45 • Where Acoustic Tiles abut Vertical Surfaces, trim Joints with Suspension 46 System Metal Edge Trim. 47 • Where Tegular Edge Units are field -cut, shape and paint cut edges to match 48 other edges. APEX INDUSTRIES TI 09500 -3 SECTION 09500 09500 -4 ACOUSTIC TILE I • Hold Down Clips: 2 • Provide at any time during Warranty Period where Ceiling Units are dislodged 3 by Air Pressure. • 4 5 6 • ALLOWABLE INSTALLATION TOLERANCES 7 8 • Maximum fully loaded Ceiling Deflection in accordance with ASTM C -635: 1/360 of Span 9 • Install Finish Surfaces level and true within 1/8 inch per 12 ft. 10 • Maximum Ceiling Suspension System Runner rotation from plumb: 2° • 11 12 13 • PRODUCT CLEANING & REPAIRING 14 15 • Including Work of other Trades, clean, repair and touch -up, or replace when directed, 16 Products which have been soiled, discolored, or damaged by Work of this Section. 17 • Remove Debris from Project Site upon Work completion, or sooner if directed. 18 19 20 21 END OF SECTION APEX INDUSTRIES TI 09500 -4