045_09 2116.23 1.3A_Shaft Wall Assembly Product Data_A
Transcription
045_09 2116.23 1.3A_Shaft Wall Assembly Product Data_A
Submittal Transmittal Detailed, Grouped by Each Number KSU Foundation 1800 Kimball Office Building Project # 26 Tel: 719.473.5321 1800 Kimball Manhattan, KS 66502 Date: 3/2/2015 Transmitted To: GE Johnson Hutton A Joint Venture Fax: 719.473.5324 Mark Pfeil Hoefer Wysocki Architecture, LLC 11460 Tomahawk Creek Parkway, Suite 400 Leawood, KS 66211 Tel: 913.307.3700 Description Due Date 002 Shaft Wall Assembly Submittal Package 3/16/2015 Transmitted For Delivered Via Action Email Qty Dan Martin GE Johnson Hutton A Joint Venture Transmitted By: Qty Items Package Action Tracking Number Type Specification # Description 0001 09 21 16.23-1.3A-0 Gyp Board Shaft Wall Assemblies Product Data Product Data 0002 09 21 16.23-1.4A-0 Gyp Board Shaft Wall Assemblies Evaluation Reports Quality Control Reports Notes Notes Cc: 0101 Submittal Number: Company Name Contact Name Copies Item Action Notes X Remarks 092116.23-01 3/5/15 EKR Signature Prolog Manager Printed on: 3/2/2015 Prolog Signed Date Page 1 Reviewed for general conformance with the contract requirements and with other crafts. Approved for submittal to the architects subject to architects and engineers approval. DRYWALL SYSTEMS, INC. 3919 S. WEST STREET, WICHITA, KS 67217 Phone: (316) 942-4994 Fax: (316) 942-4995 045_09 2116.23 1.3A_Shaft Wall Assembly Product Data_FA G.E. JOHNSON CONSTRUCTION CO. No. RE: Signed by: Date: 03/02/2015 LETTER OF TRANSMITTAL To: Date: 2/9/2015 GE Johnson 25 N. Cascade Ave, Suite 400 Colorado Springs, CO 80903 Project: 1800 Kimball Manhattan, KS Attn: Dan Martin Phone: (719) 473-5321 Fax: (785) 375-4090 WE ARE SENDING: Shop Drawings Letter Prints Change Order Plans Samples ✔ Specifications Other: Made from Submittal Copies 1 SUBMITTED FOR: ✔ Approval Your Use As Requested Review and Comment SENT VIA: ✔ Attached Separate Cover Via: Mail Specification Section 092116.23 ACTION TAKEN: Approved as Submitted Approved as Noted Returned After Loan Resubmit Submit Returned Returned for Corrections Description Type 1.3A Product Data Gyp Bd Shaft Wall Assemblies Remarks: We will just use the J-Tabbed Track for the “J-Profile Jamb Strut”. Prepared By: Tim Rogers Phone: (785) 320-4181 E-mail: [email protected] Copies To: Product Submittal Sheet Tech Support: 888-437-3244 Engineering Services: 877-832-3206 4” 20ga ClarkDietrich Shaftwall System Sales: 800-543-7140 clarkdietrich.com 09.22.16 (Non-Structural Metal Framing) CT Shaftwall System ClarkDietrich CT Cavity Shaftwall System ClarkDietrich CT Cavity Shaftwall Studs are high-performance members engineered to maintain shaftwall integrity. CT Studs are designed for use with 1" thick gypsum 24” wide liner panels. Gypsum liner panels are inserted into the “T” portion of the stud and are friction fit. The system is finished with fire rated gypsum board to complete and achieve the designated fire rating. ClarkDietrich J-Tabbed Track is used at the floor and ceiling in shaftwall assemblies. CT studs and gypsum shaftliner panels are friction fit between the top and bottom J-Tabbed Track. J-Tabbed Tracks have unequal legs. The longer leg (available in 2-1/4" and 3") is installed on the shaft side providing a backstop for easy installation of the liner panel. Three-inch leg track is typically used as jamb struts around closure details, including duct and door openings, abutments and intersections. CT Stud Product Material Thickness: Member Minimum Thickness (mils) gauge Design Thickness (in.) (in.) CT Stud and J-Tabbed Track / 33 20 0.0329 J-Runner All material is produced with a coating of: G40 (G60 Available) 0.0346 CT Stud Structural Properties: Member Product code Weight (lb / ft) Area 2 (in ) Ix 4 (in ) Sx 3 (in ) Pcs./Skids 4" CT Stud 20ga (33mils) CTN4 0.974 0.298 0.710 0.309 160 J-Tabbed Track / J-Runner ASTM & Code Standards: • • • • Shaftwall products are produced to meet or exceed ASTM C645 and A1003 UL Design No. U417, U428, U429, U497, U498, V455 and V473 PEI Assembly Evaluation Report AER-12061 MSDS & Product Certification Information available at www.clarkdietrich.com Limiting Heights: Deflection Design Pressure (psf) 5 7.5 10 15 23'-0" 20'-12" 18'-7" 15'-5"** L/240 18'-7" 15'-10" 14'-1" 12'-1" L/360 15'-10" 13'-6" 12'-1" 10'-4" L/120 See heights & installation notes in PEI AER-12061 report or on www.clarkdietrich.com/shaftwall GREEN Benefits and Recycled Content: LEED Credit MR 2 - ClarkDietrich products are manufactured from cold-formed steel. Steel is 100% recyclable, which helps divert debris from the waste stream. The contribution to LEED must be calculated by the contractor based on weight or volume. LEED Credit MR 4 - ClarkDietrich's steel products have a minimum recycled content of 34.9%, of which 24.3% is post-consumer, and 9.4% is pre-consumer. To report a higher number for your project or seek Credit MR 5, contact Technical Services at 888-437-3244 or visit www.clarkdietrich.com. CD-CT400-20 © 09/14 ClarkDietrich Building Systems Project Information Contractor Information Architect Information Name: KSU FOUNDATIONS - SUBMITTALS Address: KANSAS CITY MO Name: DRYWALL SYSTEMS, INC. Contact: 20150204 Phone: Fax: Name: Contact: Phone: Fax: 09 29 00 GOLD BOND® brand FIRE-SHIELD® SHAFTLINER MANUFACTURER National Gypsum Company 2001 Rexford Road Charlotte, NC 28211 (704) 365-7300 Technical Information: 1-800-NATIONAL (1-800-628-4662) Fax:1-800-FAX NGC1 (1-800-329-6421) Internet Home Page: nationalgypsum.com nationalgypsum.com/espanol 09 29 00/NGC BuyLine: 1100 DESCRIPTION Gold Bond® brand Fire-Shield® Shaftliner panels consist of a fire-resistant Type X gypsum core encased in a heavy moisture-resistant green, 100% recycled paper on the face and back sides. The face paper is folded around the long edges to reinforce and protect the core, and the ends are square-cut and finished smooth. Long edges of panels are beveled for ease of installation. BASIC USES Shaftliner panels are designed to be used to construct lightweight fire barriers for cavity shaftwalls (1-4 hr), stairwells and area separation fire walls in multifamily housing. The panels are key components in the I-Stud, C-T Stud and C-H Stud Cavity Shaftwall Systems and the H-Stud Area Separation Fire Wall System. ADVANTAGES GREENGUARD CERTIFIED ACCESSORIES Gold Bond® brand Fire-Shield® Shaftliner is GREENGUARD Children & SchoolsSM Certified for indoor air quality • • • • • • • Fasteners I-Studs C-T Studs C-H Studs J-Track H-Studs C-Runner Or • • • • LIMITATIONS •Exposure to excessive or continuous moisture and extreme temperatures should be avoided. •Non-load bearing. •To prevent weakening due to calcining, 1” Fire-Shield Shaftliner panels, like any gypsum wallboard, should not be exposed to temperatures over 125°F (52°C) for extended periods of time. •Limiting loads and heights not to exceed design specification. •Not to be used in an unlined air supply duct. COMPOSITION & MATERIALS Shaftliner is a manufactured panel with a fire-resistive Type X core encased in moisture-resistant paper. Contains no asbestos. Approved metal shaftwall and area separation fire wall components Drywall beads and trim ProForm Ready Mix or ProForm Quick Set/Quick Set Lite Compound ProForm Joint Tape TECHNICAL DATA PHYSICAL PROPERTIES Thickness, nominal 1" Type X (25.4 mm) Width, nominal 2' (610 mm) Length, standard 7' through 14' (2133-4267 mm) Weight, lbs./sq.ft., nominal Edges Surface Burning Characteristics (per ASTM E 84) 3.75 Double Beveled Flame Spread: 15 Smoke Developed: 0 APPLICABLE STANDARDS AND REFERENCES ASTM C 1396 Federal Specification SS-L-30D Type IV (Grade X) National Gypsum Company, Gypsum Construction Guide Job Name________________________________________________________ Contractor_______________________________________ Date_____________ •Lightweight, cost-efficient material. •Shaftliner is easily cut for quick installation. •The gypsum core will not support combustion or transmit temperatures greatly in excess of 212°F (100°C) until completely calcined, a slow process. •UL Classified and approved for inclusion in specific UL firerated designs. Submittal Approvals: (Stamps or Signatures) 09 29 00 FIRE RESISTANCE RATINGS Fire-Shield Shaftliner is UL classified and approved for inclusion in specific UL firerated designs: U347, U497, U498, U499, V451, W414 and W419. Fire resistance ratings represent the result of tests on assemblies made up of materials authorized by National Gypsum in specific configurations. When selecting construction designs to meet certain fire resistance requirements, caution must be used to ensure that each component of the assembly is the one specified in the test. Further, precaution should be taken that assembly procedures are in accordance with those of the tested assembly. (For copies of specific tests, call 1-800-NATIONAL.) UL CORE DESIGNATION Fire-Shield Shaftliner: FSW INSTALLATION RECOMMENDATIONS Installation of Fire-Shield Shaftliner should be consistent with methosds described in specific application details for Cavity Shaftwall Systems or H-Stud Area Separation Fire Wall Systems or other fire-rated designs. HANDLING PRECAUTIONS Always store Shaftliner Gypsum Panels flat on a level surface, and support with properly placed risers. Care should be taken to avoid impact, unwarranted flexing and subsequent damage to board edges, ends and corners. Appropriate storage and handling is outlined in Gypsum Association GA-801. 110688 Rev. 04/13 SUBMITTAL Head-of-Wall Deflection Track and Firestop System Manufacturer (800) 394-9875 ph 12098 County Rd. 150, Kimball, MN 55353 (320) 398-7660 fax [email protected] www.firetrak.com Description The Fire Trak System consists of the Fire Trak ceiling runner with a shoulder offset the thickness of the wall material. A second piece of wall material is fitted tight to the roof or floor deck and then attached to the shoulder. This allows the deck and the Fire Trak ceiling runner to move in relation to the wall studs and allows the overlapping piece of wall material attached to the Fire Trak to slide over the primary wall material. Benefits Fire Trak 1 Hr. Shadowline Standard Wall - 1” Deflection Fire Trak is a fire rated Head-of-Wall Joint that has passed current fire and cycle tests at U.L. without fire caulk or spray. The system is classified and listed for use with U-400 series walls and is good for both roof and floor assemblies. Code Compliance The Fire Trak System meets all standard building codes and its unique design and exceptional performance are widely recognized and accepted by Building Officials. Fire Trak has U.L. listings for standard walls, cavity walls and shaft walls. It is tested and listed both parallel and perpendicular to the roof and/or floor deck. Test Standards: U.L. 2079 - Tests for Fire Resistance of Building Joint Systems Fire Trak 2 Hr. Cavity Shadowline Shaft Wall - 2” Deflection ASTM E1966 - Standard Test Method for Fire Resistive Joint Systems Cycling Requirements: The test assemblies were cycled 500 times, 100 cycles at 30 CPM and 400 cycles at 10 CPM. The system has Class I, II and III cycling capabilities. Movement Capabilities The Fire Trak System does not require fire caulk or spray to achieve a fire rating. This allows the Fire Trak System substantially greater movement capabilities than other systems. The Fire Trak System achieves a full 100% compression and/or extension and has been tested and listed with U.L. for deflection up to 6”. Fire Rated Condition: Up to 3” of Compression and 3” of Extension Fire Trak 2 Hr. Shadowline Standard Wall - 6” Deflection Up to 6” of Compression or Extension Patented System U.S. Patent No.’s 5,471,805 and 5,755,066 cover the Fire Trak System. Creating a shoulder on a track to attach an overlapping board for the purpose of joint movement is part of Fire Trak’s patented assembly and its use constitutes patent infringement. Availability U.S. PATENT NO’S 5,471,805 AND 5,755,066 Major Credit Cards are accepted. There is a 24 hour lead time on standard profiles. 800.394.9875 www.firetrak.com SUBMITTAL PAGE 1 OF 2 SUBMITTAL 2008 U.L. Listings % Compression Actual (Deflection) Compression Movement (Deflection) by “ 1” compression and 1“ extension (2 ” range of motion)* HW-D-0060 Standard wall HW-D-0061 Cavity wall HW-D-0117 Standard & Cavity walls HW-D-0118 Standard & Cavity walls HW-D-0119 Shaft wall HW-D-0120 Shaft wall HW-D-0400 Shaft wall Perpendicular and parallel against steel and concrete decks Perpendicular and parallel against steel and concrete decks Perpendicular to metal decks with flute filled with cementious fireproofing Perpendicular to metal decks with flute filled with fire caulk or fire spray Perpendicular and parallel against steel and concrete decks Perpendicular and parallel against steel and concrete decks Parallel under steel beam 1 to 3 hour 100% 1“ 1 to 3 hour 100% 1“ 1 and 2 hour 100% 1“ 1 and 2 hour 100% 1“ 1 to 3 hour 100% 1“ 1 to 3 hour 100% 1“ 1 and 2 hour 100% 1“ 1 to 3 hour 100% 3“ 1 to 3 hour 100% 3“ 1 and 2 hour 100% 3“ 1 and 2 hour 100% 3“ 3” compression and 3“ extension (6” range of motion)* HW-D-1011 Standard wall HW-D-1012 Cavity wall HW-D-1019 Standard & Cavity walls HW-D-1020 Standard & Cavity walls Perpendicular and parallel against steel and concrete decks Perpendicular and parallel against steel and concrete decks Perpendicular to metal decks with flute filled with cementious fireproofing Perpendicular to metal decks with flute filled with fire caulk or fire spray * Tracks can be configured to any deflection between 1” and 6”. Head Detail Steel Specifications UL HW-D-0060 TOP OF METAL DECK MINERAL FIBER BOTTOM OF METAL DECK SEE U.L. LISTINGS FOR SEALANT OPTIONS FIRE TRAK SHADOWLINE 5/8" TYPE 'X' G.W.B. METAL STUD Perpendicular to Metal Deck 1 Hr. Rating - 1” Deflection 20 Gauge (.0356 min thickness) galvanized steel Conforms to ASTM C-645 Steel Conforms to ASTM A-653, Minimum 33,000 ksi yield strength Galvanized in accordance with ASTM A-924, G-40 18 Gauge (.0466 min thickness) galvanized steel Conforms to ASTM C-645 Steel Conforms to ASTM A-653, Minimum 33,000 ksi yield strength Galvanized in accordance with ASTM A-924, G-60 16 Gauge (.0575 min thickness) galvanized steel Conforms to ASTM C-645 Steel Conforms to ASTM A-653, Minimum 50,000 ksi yield strength Galvanized in accordance with ASTM A-924, G-60 Submittal Approvals Job Name: Contractor: Approved By: Date: 800.394.9875 www.firetrak.com SUBMITTAL PAGE 2 OF 2