FIRE MANAGEMENT PRODUCTS FAS Track 1000 DDA (Deflection Drift Angle ) HOTROD Type-X

Transcription

1 FIRE MANAGEMENT PRODUCTS FAS Track 1000 DDA (Deflection Drift Angle ) HOTROD Type-X TM PRODUCT CATALOG 100% American-Owned and Operated marinoware.com

2 ASTM/STANDARDS DECLARATION LEED V4 FOR BUILDING & DESIGN CONSTRUCTION MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option 4. RECYCLED CONTENT Total Recycled Content: 36.9% Post-Consumer: 19.8% Pre-Consumer: 14.4% STEEL THICKNESS Mil Thickness Design Thickness (in.) (.48 mm) (.88 mm) (1.15 mm) (1.44 mm) (1.81 mm) 1) Uncoated Steel Thickness. Thickness is for carbon sheet steel. ASTM & CODE STANDARDS ASTM A653/653M, A924/924M, A1003/1003M, C645 and C754. ICC-ESR ER-2012 (FAS Track 1000, FAS J-Track, 2012/2015 IBC 2010/2013 CBC ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems. UL 2079 Tests For Fire Resistance of Building Joints. ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material. Sound Tested in accordance with ASTM E Air leakage tests conducted for compliance with Section of IBC and CBC. PATENTS & INTELLECTUAL PROPERTY RIGHTS FAS Track, DDA, HOTROD and TAB Track products, or installations incorporating these products, may be covered by one or more of U.S. Patent # s. Owned by CEMCO. 7,617,643 8,322,094 8,595,999 8,640,415 8,671,632 9,085,895 8,793,947 9,045,899 9,551,148 9,683,364 9,551,148 B2 8,281,552 B2 2

3 TABLE OF CONTENTS Head of Wall Systems General Information... 2 HOTROD Type-X Compressible Firestopping Specification Sheet... 3 HOTROD Type-X UL Details... 4 Smoke and Sound Stop Specification Sheet... 5 FAS 1000 Specification Sheet... 6 FAS 1000 DL Specification Sheet... 7 FAS 1000 UL Details FAS J- (SHAFT WALL) Specification Sheet FAS J- UL Details DDA Specification Sheet DDA UL Details DDA-1 Specification Sheet DDA-1 UL Details FAS STRAP Specification Sheet FAS STRAP UL Details FAS 1000 BT Specification Sheet FAS-RBR Strap (RATED BASE REVEAL) Specification Sheet FAS-RBR Strap Bottom of Wall FAS 093X Specification Sheet FAS 093X-V Specification Sheet FAS REVEAL Specification Sheet FAS VDJ (Vertical Drift Joint) Specification Sheet FAS VDJ (Vertical Drift Joint) UL Details Wall to Wall Allowable Loads and Heights Charts

4 GENERAL INFORMATION HEAD OF WALL SYSTEMS HEAD OF WALL SYSTEMS FAS Track 1000 and DDA Fire Rated Head of Wall Solutions The contractors and architects have spoken and we have responded by introducing the latest iteration of the FAS Track product line FAS Track FAS Track 1000 is the most efficient way to provide superior fire, smoke and sound protection within a composite deflection track according to UL-2079 without the use of fire caulking. FAS Track requires NO fire sealant or fire spray when used on solid concrete construction or fluted pan decking for 1 and 2 hour fire rated walls. With FAS Track 1000 you are guaranteed that once installed the intumescent tape will not wear off, tear off, or fall off, making it the most reliable intumescent track on the market. On fluted deck applications mineral wool can be replaced with spray applied fireproofing. This assembly will not require any additional fire spray or caulking. DDA US Patent #8,595,999 B1 (Deflection Drift Angle ) is a composite steel angle with intumescent tape factory applied to the inside leg of the steel angle. The DDA is a fire-rated accessory that when combined with slotted or deep leg track will offer 2 unencumbered movement at the end of the head-of-wall joint in accordance with UL-2079 Test for Fire Resistance of Building Joint Systems. The 2-1/2 outside leg marked for proper identification. The section is fabricated from minimum inch thick hot-dipped red galvanized steel complying with ASTM A653 having minimum G-40 coating. FAS Track HOW Products FAS Track 1000 FAS Track 1000 DL FAS Track BT 1000 FAS J-Track Shaft Wall Deflection Drift Angle (DDA) Deflection Drift Angle-1 (DDA-1) FAS Strap FAS Specialty Products FAS 093X Fire Rated Control Joint FAS 093X-V Fire Rated Control Joint Vinyl FAS RBR (Rated Base Reveal) FAS RBR Strap FAS Reveal FAS Vertical Drift Joint HOTROD Type-X (Compressible Firestopping) 2

5 HOTROD TYPE-X COMPRESSIBLE FIRESTOPPING MANUFACTURED BY Product Description HOTROD Type-X is a compressible intumescent firestopping that provides 1 and 2 hour fire-ratings for both dynamic and static joints according to UL th edition (for both standard walls and shaft walls) and is sound tested according to ASTM E90, tested up to a STC mm x 5/16" Intumescent Tape align to edge of foam profile HOTROD has a rectangular profile and is easily compressed into the deflection gap between the edge of the drywall and adjoining structure. HOTROD is red in color and is easily identified by the inspector. HOTROD is non-wicking as it does not wick water, and is nonhygroscopic. HOTROD will not absorb water readily under field conditions. HOTROD takes the place of BOTH fire and sound sealant and will not shrink, pull away, or harden over time. HOTROD can be installed by itself or can be covered with tape and joint compound for exposed walls. HOTROD provides BOTH 1 and 2 hour fire ratings with both 1/2 X 1 and 1 X 1 profiles. HOTROD provides an L-rating Less Than 1 CFM/Lin Ft for ambient and 400 degrees F. Once installed per the appropriate UL report and manufacturers guidelines the HOTROD s intumescent material will not breakdown, and will provide consistent fire protection for the sustainable life of the assembly. Packaging 4-0 lengths; 1/2 X 1 20 pieces per box; 1 X 1 10 pieces per box, 30 boxes per pallet. When properly stored indoors, and in original packaging HOTROD will not breakdown and has no expiration date. ASTM & Code Standards ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints. ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Sound Tested in accordance with ASTM E90-09 Air leakage tests conducted for compliance with Section of IBC and CBC. UL listings/approvals HW-D-0624; HW-D-0625; HW-D-0554; HW-D-0550; BW-S-0024; WW-D-0104; WW-S U.S. Patent No. 9,683, or Optional joint compound and tape can be applied. 3

6 TYPICAL DETAILS HOTROD TYPE-X Pre-Form Compressible Firestopping WW-S HR. VERTICAL TIE-IN TO CONCRETE SLAB HW-D-0554 STANDARD CHASE WALL, CONCRETE SLAB CEMCO HOT ROD TYPE "X" STEEL STUD (MIN " FLANGE) FASTENERS CONCRETE SLAB CONCRETE 1 2 " GAP CEMCO HOTROD TYPE "X" 4" NOMINAL JOINT FLAT TAPE & JOINT COMPOUND 5/8" TYPE "X" FASTENERS SPACING FLAT TAPE & JOINT COMPOUND HW-D HR. STANDARD WALL, CONCRETE DECK WW-S-0057 VERTICAL TIE IN TO CONCRETE SLAB FASTENERS CEMCO HOTROD TYPE "X" DATE: 12/01/16 CONCRETE SLAB DATE: 12/01/16 APPROVED BY: DON PILZ SD75.1 2" NOMINAL JOINT *NOTE: SINGLE NOTE: DOUBLE LAYER OF LAYERS 5/8 TYPE OF 5 X FOR 1 HOUR FIRE RATING, 2 LAYERS FOR 2 HOUR 8" FOR 2 HOUR FIRE RATING BW-S-0024 HW-D HR. BOTTOM WALL STATIC JOINT STANDARD CHASE WALL, CONCRETE SLAB DATE: 05/12/16 APPROVED 5/8" TYPE BY: "X" DON PILZ DATE:05/12/16 JOB METAL NO.: STUD UL DETAILS SD147 STEEL (MIN " FLANGE) CEMCO HOTROD TYPE "X" SPACING 5/8" TYPE "X" 1 2" GAP "OPTIONAL" FLAT TAPE & JOINT COMPOUND FASTENERS CONCRETE SLAB HW-D HR. SHAFT WALL, CONCRETE SLAB FASTENERS CONCRETE SLAB HW-D-0624 STANDARD WALL, CONCRETE SLAB for 1/2" joints, no joint compound is required over HOTROD DRAWN BY: T. GARIBEKIAN DATE:12/05/ " NOMINAL JOINT APPROVED BY: DON PILZ DATE: 12/05/2017 SCALE: FAS 3"=1'-0" City of CEMCO Industry, HOTROD CA TYPE X JOB NO.: J- UL DETAILS FAX (626) FLAT TAPE & JOINT SD149.1 CH STUD COMPOUND HW-D HR. STANDARD WALL, CENTERED DIRECTLY UNDER BEAM CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL BW-S-0024 BOTTOM OF WALL ASSEMBLY RATING: SPRAY 1 HR STATIC JOINT STEEL BEAM STRUCTURAL (THICKNESS BY OTHERS) DRAWN BY: T. GARIBEKIAN DATE: 12/01/16 APPROVED BY: DON PILZ DATE: 12/01/16 SD79.1 1/2" LEG 16" O.C. 3 4" NOMINAL JOINT CEMCO HOTROD TYPE "X" FLAT TAPE & JOINT COMPOUND SPACING 5/8" TYPE "X" 4 NOTE: DOUBLE LAYERS OF 5 8" FOR 2 HOUR FIRE RATING HW-D-0551 STANDARD WALL, PARALLEL & CENTERED DIRECTLY UNDER BEAM NOTE: DOUBLE LAYERS OF 5 8" FOR 2 HOUR FIRE RATING NOTE: 1/2 wide joints require no joint compound over HOTROD HW-D-0625 For more information, please contact Marino\WARE Technical Services at This technical information use of it's drawings, computations, reflects or for the failure most resulting current DATE: 05/12/16 information available APPROVED BY: DON PILZ A and supersedes any and all previous publications effective May 2, 2018 CAT_FAS_REV_3_ or installation. This drawing is WARE supplied solely Industries, to assist in DATE: Inc. 05/12/ DATA: 05/12/16

7 SMOKE AND SOUND STOP MANUFACTURED BY Product Description Smoke and Sound Stop is a compressible rectangular foam that provides a flexible backing for smoke and sound abatement at interior building joints and is sound tested according to ASTM E90. Composition: Smoke and Sound Stop is continuous lengths of flexible, fabricated open cell polyurethane. Yellow in color. Sold in one continuous 1080 roll. Smoke and Sound Stop Should be installed at interior perimeter building joints only, free from all loose materials, dry and free from frost, not recommended for wet areas. The rectangular profile is easily compressed into the gap between the edge of the drywall and adjoining structure. The open cell composition provides a flexible backing capable of receiving finishing materials such as drywall joint compound and tape or sealant. Exposed surface shall be covered with tape and joint compound, or sealant, or decorative trim. Maintains flexibility for the life of the interior building joint and will not shrink or pull away or harden over time. Will resist oil, gasoline and most solvents, the material is odorless, will not stain, and the open cell composition prevents out-gassing. Packaging 1 continuous roll, 1080 per box, 12 boxes per pallet. ASTM & Code Standards Sound Tested in accordance with ASTM E90-09 Air leakage tests conducted for compliance with Section of IBC and CBC Patent pending

8 FAS 1000 Description FAS Track 1000 is a slotted deflection track that offers fire and air (smoke) protection, eliminating the need for fire and sound sealant. The section is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 ksi yield strength steel for 20 gauge (33 mils) with a minimum G40 coating complying with ASTM A924, and 18 gauge (43 mils) with a minimum G60 coating complying with ASTM A924; and Grade 50 Type H for 50 ksi yield strength steel for 16 gauge (54 mils) with a minimum G60 coating complying with ASTM A924. FAS Track 1000 has been tested with Underwritten Laboratories in accordance with UL "A" Track Member Width (in.) Flange Size (in.) Length (ft.) "G" Steel Thickness mil (gauge) 2-1/2, 3-5/8, 4 2-3/ (20DW), 33 (20STR), 43 (18), 54 (16) 6, 8 2-3/ (20DW), 33 (20STR), 43(18), 54(16), 68(14) Intumescent Tape U.S. Patent #8,640,415 B2 ASTM s & Code Standards ASTM A653/653M, A924/924M, A1003/1003M & C645 ICC-ES ESR 2012 ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Sound Tested in accordance with ASTM E90-09 Air leakage tests conducted for compliance with Section of IBC and CBC 1/ /4 1-3/4 G A *Also available with tape on one side only for double wall construction. LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option /4 1 Typical 10 Length 6

9 FAS 1000 DL (DEEP LEG) Product Description FAS Track 1000 DL is a deflection track with 1/2 Intumescent Tape that offers fire and air (smoke) protection, eliminating the need for fire and sound sealant. The section is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 ksi yield strength steel for 20 gauge (33 mils) with a minimum G40 coating complying with ASTM A924, and 18 gauge (43 mils) with a minimum G60 coating complying with ASTM A924; and Grade 50 Type H for 50 ksi yield strength steel for 16 gauge (54 mils) with a minimum G60 coating complying with ASTM A924. FAS Track 1000 DL has been tested with Underwritten Laboratories in accordance with UL Steel Thickness Thickness (mil.) Design Thickness (in.)1 Minimum Thickness (in.)1,2 Intumescent Tape G A Notes: 1. Uncoated steel thickness. Thickness is for carbon steel. 2. 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 AISI S ASTM & Code Standards ASTM A653/653M, A924/924M, A1003/1003M, C645 & C754 ICC-ES ESR 2012 nastm E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Sound Tested in accordance with ASTM E90-09 Air leakage tests conducted for compliance with Section of IBC and CBC 120 LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning MR Credit: Construction and Demolition Waste Management Sourcing of Raw Materials, Option 2 Environmental Product Declarations, Options 1 & 2 Material Ingredients, Option 1 MR Credit: Building Life-Cycle Impact Reduction, Option 4 7

10 TYPICAL DETAILS FAS 1000 Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. STANDARD WALL, PERPENDICULAR TO FLUTED DECK HW-D HR. PARALLEL & DIRECTLY UNDER DECK FLUTE FASTENERS FLUTED METAL DECK WITH CONCRETE FILL FLUTED METAL DECK FILLED WITH CONCRETE MIN. #6 FRAMING FAS STRAP FASTENERS 3/4" JOINT PROTECTION FAS 1000** 3/4" JOINT PROTECTION FAS 1000** LEG LEG 5/8" TYPE "X" 5/8" TYPE "X" A HW-D HR. STANDARD WALL, CANTILEVERED UNDER BEAM* HW-D-0518 STANDARD WALL, PERPENDICULAR TO FLUTED DECK FLUTED METAL DECK WITH CONCRETE FILL OR DRAWN BY: T.G. DATE: 05/15/13 DATE: 05/15/13 STEEL BEAM SD47 HW-D-0524 STANDARD WALL, PARALLEL & DIRECTLY UNDER DECK FLUTE ASSEMBLY HW-D-0524 RATING: 2 HR 1 HR. PARALLEL &"A" DIRECTLY UNDER DECK FLUTE FLUTED METAL DECK DRAWN BY: T. GARIBEKIAN FILLED WITH CONCRETE DATE: MIN. #6 05/15/13 FRAMING APPROVED BY BY: DESIGN F. SESMA DATE: 05/15/13 MINERAL 263 N. Covina WOOL Lane. JOB 2" STRAP NO.: UL INSTALLED DETAILS FASTENERS SD50 3/4" JOINT PROTECTION FAS 1000** FASTENERS STRUCTURAL STEEL (THICKNESS BY OTHERS) 1/2" x 20 GA. Z-BAR OR 16 GA. CRC 3.4 EXPANDED RIB LATH LEG 3/4" JOINT PROTECTION FAS 1000** 5/8" TYPE "X" LEG 5/8" TYPE "X" B *NOTE: SINGLE HW-D-0652 LAYER OF 5/8 STANDARD TYPE X WALL, CANTILEVERED FOR 1 UNDER HOUR BEAM FIRE RATING, 2 LAYERS FOR 2 HOUR HW-D HR. CENTERED CEMCO assumes no DIRECTLY liability for failure resulting UNDER from the BEAM DATE: 05/16/13 FLUTED METAL DECK WITH DATE: 05/16/ N. CONCRETE Covina Lane. FILL FIRE PROOFING OR FAX (626) MINERAL WOOL SD54 *NOTE: HW-D-0524 STANDARD WALL, PARALLEL & DIRECTLY UNDER DECK FLUTE SINGLE LAYER OF 5/8 TYPE X FOR 1 HOUR FIRE RATING, 2 LAYERS FOR 2 HOUR "B" HW-D HR. CHASE WALL, PERPENDICULAR TO FLUTED DECK DRAWN BY: T. GARIBEKIAN DATE: 05/15/13 DATE: 05/15/13 JOB NO.: UL FLUTED DETAILS METAL DECK WITH CONCRETE FILL SD51 STEEL BEAM 3/4" JOINT PROTECTION FAS 1000 (TAPE ON FINISH SIDE ONLY) FASTENERS 1/2" x 20 GA. Z-BAR OR 16 GA. 3/4" JOINT PROTECTION FAS 1000** LEG STRUCTURAL STEEL (THICKNESS BY OTHERS) 5/8" TYPE "X" LEG 5/8" TYPE "X" SPACING 8 *NOTE: SINGLE HW-D-0551 LAYER OF 5/8 TYPE STANDARD X WALL, CENTERED FOR DIRECTLY 1 HOUR UNDER FIRE BEAM RATING, 2 LAYERS FOR 2 HOUR HW-D-0553 STANDARD CHASE WALL, PERPENDICULAR TO FLUTED DECK CEMCO assumes **If no liability the for IBC failure resulting requires from the UL th edition, additional fill material may be needed in the deflection joint DATE: 05/16/13 or installation. This drawing is supplied solely to assist DATE: 05/16/13 DRAWN BY: T. GARIBEKIAN For more information, please the selection and contact application of CEMCO Marino\WARE products. This SCALE: Technical 3"=1'-0" Services at This technical use of information it's drawings, computations, reflects or for the failure most resulting current DATE: information 05/249/13 available design or construction without independent evaluation DATE:05/24/13 SD55

11 Typical Details FAS Track 1000 Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. PARALLEL & DIRECTLY UNDER FLUTED DECK CONCRETE DECK HW-D HR. PARALLEL & OFFSET UNDER FLUTED DECK CONCRETE DECK 3/4" JOINT PROTECTION FAS 1000** 3/4" JOINT PROTECTION FAS RACK 1000** LEG 5/8" TYPE "X" LEG 5/8" TYPE "X" A SPACING B SPACING HW-D HR. STANDARD CHASE WALL, CONCRETE SLAB HW-D-0620 LEG STANDARD WALL, PARALLEL AND DIRECTLY UNDER FLUTED DECK CONCRETE SLAB "A" City 3/4" of Industry, JOINT CA PHONE PROTECTION (800) FAS 1000** (TAPE ON FINISH SIDE ONLY) DATE: 05/24/13 DATE: 05/24/13 SD62 HW-D HR. CONCRETE SLAB-FLAT TAPE & JOINT COMPOUND CONCRETE SLAB HW-D-0620 STANDARD WALL, PARALLEL & OFFSET UNDER FLUTED DECK ASSEMBLY TYPICAL RATING: STEEL 2 HR "B" FASTENERS 3/4" JOINT PROTECTION FAX (626) LEG DATE: 05/24/13 DATE: 05/24/13 SD60 FAS 1000** 5/8" TYPE "X" SPACING 5/8" TYPE "X" HW-D-0554 STANDARD CHASE WALL, CONCRETE SLAB WW-D HR. VERTICAL TIE-IN TO CONCRETE SLAB FAS DL N. CONCRETE Covina Lane. DRAWN BY:T.GARIBEKIAN DATE: 05/24/13 APPROVED BY: METAL F. SESMA STUD DATE:05/24/13 SD65 BW-S HR. BOTTOM WALL STATIC JOINT HW-D-0624 LEG STANDARD WALL, CONCRETE SLAB FLAT TAPE & JOINT COMPOUND 5/8" TYPE "X" DATE: 05/24/13 DATE: 05/24/13 SD69 FAS 1000BT 1 2" JOINT PROTECTION FASTENERS FASTENERS CONCRETE SLAB **If the IBC requires UL th edition, additional fill material may be needed in the deflection joint 9

12 FAS J- Geometric Properties FAS J-Track has longer legs than standard J-Runner to provide greater deflection at the head-of-wall joint. FAS J-Track provides ¾ overall unencumbered movement providing the best possible L-Rating (smoke) for 1 and 2 hour fire ratings. FAS J-Track also eliminates the installation of fire caulking or additional drywall rips. FAS J-Track is manufactured in 33 mil thick G40 hot-dipped galvanized steel. G60 and G90 are available only upon special request and will require extended lead-times. Steel Thickness Thickness (mil.) Design Thickness (in.) 1 Minimum Thickness (in.) 1,2 Yield (KSI) Web Sizes (in.) (A) Leg Sizes (in.) /2, 4, 6 1-1/2 & 2-1/2 1/2 Notes: 1. Uncoated steel thickness. Thickness is for carbon steel. 2. Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site, based on Section A4.3 of the AISI S /2 A Intumescent Tape (2mm thick) 1-1/2 ASTM & Code Standards ASTM A653/653M, A924/924M, A1003/1003M ASTM A1003, A653, A924, C645, C /2015 IBC ICC ESR /2013 CBC AISI 2012 U.S. Patent #8,640,415 B2 ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Air leakage tests conducted for compliance with Section of IBC and CBC LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option 4. 10

13 Typical Details FAS J-Track Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. SHAFT WALL, CONCRETE SLAB WW-S HR. SHAFT WALL VERTICAL TIE-IN TO CONCRETE SLAB CONCRETE SLAB FAS J- 3 4" JOINT PROTECTION CONCRETE FAS J- A FASTENERS 5 8" TYPE "X" 1 2" JOINT PROTECTION HW-D-0625 HW-D-0525 SHAFT SHAFT WALL, WALL, PERPENDICULAR CONCRETE SLAB TO FLUTED DECK FASTENERS 3 8" NOMINAL GAP ( 3 4" JOINT PROTECTION) A FLUTED METAL DECK WITH CONCRETE FILL DATE: 05/24/13 DATE: 05/24/13 JOB MINERAL NO.: UL WOOL DETAILS SD71 HW-D-0622 WW-S-0061 SHAFT WALL, DIRECTLY UNDER BEAM SHAFT WALL VERTICAL TIE IN TO CONCRETE SLAB CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL OR SPRAY STEEL BEAM DATE: 05/17/13 DATE: 05/17/13 SD77 STRUCTURAL STEEL (THICKNESS BY OTHERS) FAS J- 3 8" NOMINAL GAP ( 3 4" JOINT PROTECTION) 1/2" x 20 GA. Z-BAR OR 16 GA. 16" O.C. FAS J- HW-D-0653 SHAFT WALL, PARALLEL & CANTILEVER UNDER BEAM NOTE: SINGLE MINERAL LAYER WOOL OF 5 8" ORTYPE "X" FOR 1 HOUR FIRE RATING SPRAY HW-D-0525 CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL SHAFT WALL, PERPENDICULAR TO FLUTED DECK DRAWN BY: T. GARIBEKIAN DATE: 06/25/14 BEAM DATE: 06/25/14 STRUCTURAL EXPANDED METAL (THICKNESS BY OTHERS) 8" SHEET LATH NO.: SD /2" x 20 GA. Z-BAR OR 3 8" NOMINAL GAP 16 GA. 16" O.C. ( 3 4" JOINT PROTECTION) NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0622 SHAFT WALL, DIRECTLY UNDER BEAM HW-D-0623 SHAFT FLUTED DECK BEAM PENETRATION CUT AROUND I-BEAM (2) LAYERS DATE: 06/25/14 DATE: 06/25/14 FAS J- SD116 STUFFED BETWEEN FRAMING AND 50% COMPRESSED I-BEAM FAS J- FAS J- Z-CLIP 3 8" NOMINAL GAP ( 3 4" JOINT PROTECTION) NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0653 STANDARD SHAFT WALL, PARALLEL & CANTILEVER UNDER BEAM For more information, please contact Marino\WARE Technical Services at NOTE: This SINGLE technical LAYER OF information 5 8" TYPE "X" reflects FOR the 1 HOUR most FIRE current RATING information available and supersedes use of it's any drawings, and computations, all previous or for failure resulting publications DATE: 06/25/14 effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, Inc DATE: 06/25/14 HW-D-0623 SHAFT FLUTED DECK BEAM PENETRATION 11

14 ANGLE (DDA) FIRE BLOCK MANUFACTURED BY Description Deflection Drift Angle (DDA) is a composite steel angle with intumescent tape factory applied to the inside leg of the steel angle, the CEMCO DDA is a fire-rated accessory that when combined with the Slotted Track will offer unencumbered movement at the head-of-wall joint in accordance with the UL Test for Fire Resistance of Building Joint Systems. The 2-1/2 inch outside leg is manufactured in red steel and labeled for proper identification, and provides up to 2" overall dynamic movement. Size (in.) Length (ft.) Steel Thickness mil (gauge) 3/4 3/4 x 2-1/ (25) U.S. Patent 8,595,999 ASTM s & Code Standards ASTM A653, C645, A1003, A924 ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL th Edition Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Sound Tested in accordance with ASTM E90-09 up to STC 66 Air leakage tests conducted for compliance with Section of IBC and CBC ICC-ES 2012 Intumescent Tape 18 mil 25 gauge 2-1/2 120 LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option 4. Cold-formed steel framing products contain 30% to 37% recycled steel Total Recycled Content: 36.9% Post-Consumer: 19.8% Pre-Consumer: 14.4% UL report #'s HW-D-0514; HW-D-0515; HW-D-0518; HW-D-0524 HW-D-0550; HW-D-0551; HW-D-0553; HW-D-0554; HW-D-0556; HW- D-0579; HW-D-0580; HW-D-0581; HW-D-0582; HW-D-0583; HW-D- 0596; HW-D-0620; HW-D-062 HW-D-0652, BW-S-0024; WW-D-0104 DDA FIRE BLOCK 12

15 Typical Details Deflection Drift Angle (DDA) Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. STANDARD WALL, PERPENDICULAR TO FLUTED DECK FLUTED METAL DECK WITH CONCRETE HW-D-0514 STANDARD WALL, PERPENDICULAR TO FLUTED DECK FLUTED METAL DECK WITH CONCRETE OR SPRAY UL APPROVED FIRE SPRAY OVER MINERAL WOOL (1/2" OVERLAP METAL) ON ONE SIDE ONLY SPRAY 1/2" TO 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES) 3 4" NOMINAL GAP (1 1 2" JOINT PROTECTION) CEMCO DEFLECTION DRIFT ANGLE - DDA** (BOTH SIDES) LEG LEG A HW-D-0577 HW-D HR. STANDARD OFFSET WALL, & PARALLEL PERPENDICULAR UNDER TO FLUTED DECK DECK FLUTED METAL DECK FILLED WITH CONCRETE PHONE 1" NOMINAL (800) GAP ENG. (2" DEPT. JOINT PROTECTION) DRAWN BY: T. GARIBEKIAN FAS STRAP DATE: 05/24/13 DATE: 05/24/13 CEMCO DEFLECTION DRIFT SD02 ANGLE - DDA** (BOTH SIDES) LEG HW-D-0524 HW-D-0514 STANDARD WALL, PERPENDICULAR TO FLUTED DECK 2 HR. OFFSET & PARALLEL UNDER PRE-FORMED PLUG 2" STRAP ENG. 1" NOMINAL DEPT. GAP FAX (2"(626) JOINT PROTECTION) 1" LOWER THAN LEG "A" DRAWN FLUTED BY: T. METAL GARIBEKIAN DECK DATE: FILLED 11/22/13 WITH CONCRETE DATE: 11/22/13 SD02.1 UL APPROVED FIRE SPRAY OVER MINERAL WOOL 1/2" LAP OVER METAL (ONE SIDE ONLY) CEMCO DEFLECTION DRIFT ANGLE - DDA** (BOTH SIDES) A HW-D-0524 BW-S HR. BOTTOM WALL STATIC JOINT LEG 1 2" GAP STANDARD WALL, OFFSET & PARALLEL UNDER FLUTED DECK "A" DATE: 05/24/13 5/8" TYPE "X" APPROVED BY: F. SESMA DATE: 05/24/13 SCALE: METAL 3"=1'-0" STUD SD04 BOTTOM ANGLE DDA-1 (BOTH SIDES) B HW-D-0524 HW-D HR. STANDARD WALL, CHASE OFFSET & WALL, PARALLEL PERP. UNDER TO FLUTED DECK DECK 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO DEFLECTION DRIFT ANGLE - DDA** (FINISH SIDES OF THE WALL ONLY) "B" FLUTED METAL DECK WITH CONCRETE FILL DRAWN BY: T. GARIBEKIAN DATE: 05/24/13 UL APPROVED FIRE DATE: 05/24/13 SPRAY OVER MINERAL WOOL 1/2" LAP OVER JOB NO.: METAL UL DETAILS (ONE SIDE SHEET ONLY) NO.: SD06 LEG 5/8" TYPE "X" FASTENERS CONCRETE SLAB **If the IBC requires UL th edition, additional fill material may be needed in the deflection joint For more information, please contact Marino\WARE Technical Services at HW-D-0580 STANDARD CHASE WALL, PERPENDICULAR TO FLUTED DECK This technical information reflects the most current information available BW-S-0024 and supersedes BOTTOM OF any WALL and all previous publications effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, Inc STATIC JOINT DATE: 05/24/13 13

16 Typical Details Deflection Drift Angle (DDA) Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. STANDARD WALL, OFFSET & PARALLEL UNDER BEAM CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL HW-D HR. PARALLEL & CANTILEVERED UNDER BEAM CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL SPRAY SPRAY STEEL BEAM STEEL BEAM STRUCTURAL STEEL (THICKNESS BY OTHERS) STRUCTURAL (THICKNESS BY OTHERS) EXPANDED METAL LATH 1/2" x 20 GA. Z-BAR OR 16 GA. CRC 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO DEFLECTION DRIFT ANGLE - DDA** (BOTH SIDE) 1/2" x 20 GA. Z-BAR OR 16 GA. CRC (SPACING ) 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO DEFLECTION DRIFT ANGLE - DDA** (BOTH SIDES) LEG LEG SPACING 5/8" TYPE "X" 5/8" TYPE "X" *NOTE: SINGLE HW-D-0579 LAYER OF 5/8 TYPE STANDARD X WALL, OFFSET FOR & 1 PARALLEL HOUR FIRE UNDER RATING, BEAM 2 LAYERS FOR 2 HOUR HW-D HR. UNDER CEMCO STAIRWELL assumes no liability for SLAB failure resulting BYPASS from BEAM FAX CONCRETE (626) SLAB OR FLUTED METAL DECK WITH CONCRETE FILL 3" MIN DATE: 05/24/13 DATE: 05/24/13 SD12 *NOTE: SINGLE HW-D-0652 LAYER OF 5/8 STANDARD TYPE X WALL, PARALLEL FOR & 1 CANTILEVERED HOUR FIRE RATING, UNDER BEAM 2 LAYERS FOR 2 HOUR HW-D HR. STANDARD CONCRETE STAIRWELL SLAB CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL DATE: 05/17/13 DATE: 05/17/13 SD14 STEEL BEAM STRUCTURAL STEEL (THICKNESS BY OTHERS) 1/2" x 20 GA. Z-BAR OR 16 GA. CRC (SPACING ) 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO ANGLE - DDA** (BOTH SIDES) L-METAL ANGLE FOR BACKING LEG 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO ANGLE - DDA** (BOTH SIDES) LEG 5/8" TYPE "X" 5/8" TYPE "X" *NOTE: SINGLE HW-D-0579 LAYER OF 5/8 STANDARD TYPE X WALL, UNDER FOR STAIRWELL 1 HOUR SLAB FIRE BYPASS BEAM 2 LAYERS FOR 2 HOUR HW-D HR. OFFSET CEMCO assumes & PARALLEL no liability for failure UNDER resulting from the FLUTED DECK 1" NOMINAL GAP (2" JOINT PROTECTION) DATE: 05/17/13 DATE: 05/17/13 CONCRETE DECK SD18 HW-D-0583 HW-D HR. STANDARD WALL, FLUTED STAIRWELL DECK SLAB BYPASS BEAM PENETRATION UL APPROVED FIRE SPRAY FAX OVER (626) MINERAL WOOL AND 1/2" OVERLAP ONTO DDA BEFORE IS INSTALLED (ONE SIDE OF WALL ONLY) DATE: 05/21/13 DATE: 05/21/13 WITH DDA SD20 4 PCF COMPRESSED 50% IN FLUTE OR SPRAY CEMCO DEFLECTION DRIFT ANGLE - DDA** (BOTH SIDES) LEG 5/8" TYPE "X" DDA** OVER FRAMING Z-CLIP 1" NOMINAL GAP (2" JOINT PROTECTION) I-BEAM DDA OVER FRAMING WITH DDA** 14 B **If the IBC requires UL th edition, additional fill material may be needed in the deflection joint HW-D-0620 and STANDARD supersedes WALL, any OFFSET and & all PARALLEL previous UNDER publications FLUTED DECK effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, Inc "B" HW-D-0583 STANDARD FLUTED DECK BEAM PENETRATION

17 Typical Details Deflection Drift Angle (DDA) Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. SHAFT WALL, OFFSET & PARALLEL UNDER FLUTED DECK HW-D HR. SHAFT WALL, PARALLEL & DIRECTLY UNDER DECK FLUTE PRE-FORMED PLUG FLUTED METAL DECK WITH CONCRETE FILL FLUTED METAL DECK WITH CONCRETE FAS STRAP 2" STRAP 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO ANGLE - DDA 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO ANGLE - DDA B A HW-D-0524 HW-D HR. SHAFT WALL, DIRECTLY UNDER BEAM SHAFT WALL, OFFSET & PARALLEL UNDER FLUTED DECK "B" CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL SPRAY STEEL BEAM CEMCO DEFLECTION DRIFT ANGLE - DDA DRAWN BY: T.G. DATE: 05/15/13 DATE: 05/15/13 SD32 STRUCTURAL STEEL (THICKNESS BY OTHERS) HW-D-0524 HW-D HR. SHAFT SHAFT WALL, WALL, PARALLEL PARALLEL & DIRECTLY & CANTILEVER UNDER DECK UNDER FLUTE BEAM "A" CONCRETE SLAB OR FLUTED METAL DECK WITH SPRAY CONCRETE FILL DATE: 01/29/13 STEEL BEAM STRUCTURAL (THICKNESS BY OTHERS) 8" DRAWN BY: O.K. DATE: 04/23/13 EXPANDED METAL LATH SD34 CEMCO DEFLECTION DRIFT ANGLE - DDA 1" NOMINAL GAP (2" JOINT PROTECTION) 1/2" x 20 GA. Z-BAR OR 16 GA. 16" O.C. 1" NOMINAL GAP (2" JOINT PROTECTION) 1/2" x 20 GA. Z-BAR OR 16 GA. 16" O.C. HW-D-0622 SHAFT WALL, DIRECTLY UNDER BEAM HW-D HR. SHAFT WALL, CONCRETE SLAB BYPASS DATE: 05/21/13 DATE: 05/21/13 SD36 HW-D-0653 STANDARD SHAFT WALL, PARALLEL & CANTILEVER UNDER BEAM HW-D HR. SHAFT FLUTED DECK BEAM PENETRATION DATE: 05/21/13 DATE: 05/21/13 JOB NO.: UL CEMCO DETAILS WITH DDA SD40 CEMCO DEFLECTION DRIFT ANGLE-DDA CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL STUFFED BETWEEN FRAMING AND 50% COMPRESSED I-BEAM 5/8" NOMINAL GAP (1 1/4" JOINT PROTECTION) DDA OVER FRAMING (2) LAYERS DDA OVER FRAMING WITH DDA Z-CLIP 1" NOMINAL GAP (2" JOINT PROTECTION) HW-D-0621 and supersedes SHAFT WALL, any CONCRETE and all previous SLAB BYPASS publications effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, Inc HW-D-0623 SHAFT FLUTED DECK BEAM PENETRATION 15

18 Typical Details Deflection Drift Angle (DDA) Composite Steel/Intumescent Firestop Framing Assemblies ANGLE (DDA-1) FIRE BLOCK MANUFACTURED BY Description Deflection Drift Angle (DDA-1) is a composite steel angle with intumescent tape factory applied to the inside leg of the steel angle, the CEMCO DDA-1 is a fire-rated accessory that when combined with the Slotted Track or J-Runner track will offer unencumbered movement at the head-of-wall joint in accordance with the UL-2079 Test for Fire Resistance of Building Joint Systems. The 1-1/4 inch outside leg is manufactured in red and labeled for proper identification, and provides up to 1" overall dynamic movement..625 Size (in.) Length (ft.) Steel Thickness mil (gauge) 5/8 x 1-1/ (25).250 U.S. Patent 8,595,999 ASTM s & Code Standards ASTM A653, C645, A1003, A924 ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL th Edition Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Sound Tested in accordance with ASTM E90-09 up to STC 66 Air leakage tests conducted for compliance with Section of IBC and CBC ICC-ES 2012 LEED v3 for Building and Design Construction MR Credit 2: Construction Waste Management. MR Credit 4: Recycled Content. LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option 4. Cold-formed steel framing products contain 30% to 37% recycled steel Total Recycled Content: 36.9% Post-Consumer: 19.8% Pre-Consumer: 14.4% UL report #'s HW-D-0514; HW-D-0515; HW-D-0518; HW-D-0524 HW-D-0550; HW-D-0551; HW-D-0553; HW-D-0554; HW-D-0556; HW- D-0579; HW-D-0580; HW-D-0581; HW-D-0582; HW-D-0583; HW-D- 0596; HW-D-0620; HW-D-062 HW-D-0652, BW-S-0024; WW-D Intumescent Tape Per Customers Specifications DDA-1 FIRE BLOCK 16

19 Typical Details Deflection Drift Angle (DDA-1) Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. SHAFT WALL, CONCRETE SLAB HW-D-0518 STANDARD WALL, PERPENDICULAR TO FLUTED DECK CONCRETE SLAB FASTENERS FLUTED METAL DECK WITH CONCRETE FILL 1 2" NOMINAL GAP (1" JOINT PROTECTION) CEMCO ANGLE - DDA-1 (2" WIDE 33% COMPRESSION) 1" JOINT PROTECTION LEG ANGLE DDA-1** (BOTH SIDES) 5/8" TYPE "X" HW-D-0585 HW-D-0524 STANDARD WALL, OFFSET & PARALLEL UNDER FLUTED DECK SHAFT WALL, CONCRETE SLAB FLUTED METAL DECK FILLED WITH CONCRETE City 1of 2" NOMINAL Industry, JOINT CA PHONE (1" JOINT (800) PROTECTION) " NOMINAL JOINT (1" JOINT PROTECTION) DRAWN FAS BY: STRAP T.GARIBEKIAN DATE: 07/31/14 DATE: 07/31/14 ANGLE DDA-1** (BOTH SIDES) SD68.1 LEG NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0524 HW-D-0518 STANDARD WALL, PERPENDICULAR TO FLUTED DECK OFFSET & PARALLEL UNDER FLUTED DECK PRE-FORMED 263 N. MINERAL Covina Lane. WOOL PLUG FAX (626) 2" STRAP " NOMINAL JOINT (1" JOINT PROTECTION) 1" LOWER THAN LEG DRAWN FLUTED BY: T. GARIBEKIAN METAL DECK DATE: 01/27/14 FILLED WITH CONCRETE DATE: 01/27/14 SD87 ANGLE DDA-1** (BOTH SIDES) A NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0524 STANDARD WALL, OFFSET & PARALLEL UNDER FLUTED DECK HW-D-0620 STANDARD WALL, PARALLEL "A" & DIRECTLY UNDER FLUTED DECK 1" JOINT PROTECTION LEG DRAWN CONCRETE BY: T.GARIBEKIAN DECK DATA: 01/27/14 DATE: 01/27/14 SD88 ANGLE DDA-1** (BOTH SIDES) 5/8" TYPE "X" B NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0573 STANDARD FLUTED DECK BEAM PENETRATION HW-D-0524 STANDARD WALL, OFFSET & PARALLEL UNDER FLUTED DECK CUT AROUND I-BEAM WITH 2" GAP DDA-1** OVER FRAMING (2) LAYERS Z-CLIP 1" JOINT PROTECTION "B" DRAWN BY: T. GARIBEKIAN DATE: CEMCO 01/27/14 APPROVED BY: WITH F. SESMA DATE: DDA-1 01/27/14 SD89 STUFFED BETWEEN FRAMING AND 50% COMPRESSED I-BEAM DDA-1 OVER FRAMING WITH DDA-1 A NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0620 STANDARD WALL, **If the PARALLEL IBC requires AND DIRECTLY UL-2079 UNDER 5th FLUTED edition, DECKadditional fill material NOTE: SINGLE may LAYER be OF needed 5 8" TYPE "X" in the deflection FOR 1 HOUR joint FIRE RATING "A" and supersedes any and all previous publications effective May 2, 2018 CAT_FAS_REV_3_ HW-D-0573 STANDARD FLUTED DECK BEAM PENETRATION WARE Industries, Inc DATE: 01/27/14 DATE: 01/27/14 17

20 Typical Details Deflection Drift Angle (DDA-1) Composite Steel/Intumescent Firestop Framing Assemblies HW-D-0622 SHAFT WALL, DIRECTLY UNDER BEAM HW-D-0525 SHAFT WALL, PERPENDICULAR TO FLUTED DECK CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL SPRAY FASTENERS FLUTED METAL DECK WITH CONCRETE FILL SPRAY APPLIED STEEL BEAM ANGLE DDA-1 (ONE SIDE ONLY) 1" JOINT PROTECTION STRUCTURAL STEEL (THICKNESS BY OTHERS) 1/2" x 20 GA. Z-BAR OR 16 GA. 16" O.C. 1 2" NOMINAL GAP 1" JOINT PROTECTION ANGLE DDA-1 (ONE SIDE ONLY) OR J-RUNNER *NOTE: SINGLE NOTE: SINGLE LAYER LAYER OF OF 5/8 5 8" TYPE "X" X FOR 1 HOUR FOR FIRE 1 HOUR RATING FIRE RATING, 2 LAYERS FOR 2 HOUR HW-D-0622 SHAFT WALL, DIRECTLY UNDER BEAM HW-D-0557 SHAFT WALL UNDER CONCRETE SLAB TYPICAL FAX STEEL (626) FASTENERS 1" JOINT PROTECTION ANGLE DDA-1 (ONE SIDE ONLY) DATE: 01/27/14 APPROVED BY: CONCRETE F. SESMA SLAB DATE: 01/27/14 SD99 HW-D-0653 SHAFT WALL, PARALLEL & CANTILEVER UNDER BEAM NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING SPRAY HW-D-0525 STEEL BEAM City of Industry, CA STRUCTURAL (THICKNESS by BY OTHERS) a qualified Architect or Engineer of Record. 8" 1" JOINT PROTECTION SHAFT WALL, PERPENDICULAR TO FLUTED DECK CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL DRAWN BY: T. GARIBEKIAN DATE: 05/28/14 DATE: DEFLECTION 01/27/14 DRIFT SCALE: ANGLE DDA-1 3"=1'-0" (ONE SIDE ONLY) SHEET EXPANDED NO.: METAL LATH SD /2" x 20 GA. Z-BAR OR 16 GA. 16" O.C. HW-D HR. STANDARD CHASE WALL, CONCRETE SLAB NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D " JOINT PROTECTION City of Industry, CA PHONE (800) SHAFT WALL, UNDER CONCRETE SLAB NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING CONCRETE SLAB DRAWN BY: T. GARIBEKIAN ANGLE DDA-1** DATE: 01/27/14 (FINISH SIDE ONLY) DATE: 01/27/14 SCALE: #8 3"=1'-0" x 1/2" FRAMING JOB NO.: UL DETAILS SD103 LEG 5/8" TYPE "X" SPACING NOTE: SINGLE LAYER OF *NOTE: SINGLE LAYER OF 5/8 5 8" TYPE "X" FOR 1 HOUR FIRE RATING X FOR 1 HOUR FIRE RATING, 2 LAYERS FOR 2 HOUR HW-D-0653 STANDARD SHAFT WALL, PARALLEL & CANTILEVER UNDER BEAM HW-D HR. PARALLEL & CENTERED DIRECTLY UNDER BEAM CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE or installation. FILL This drawing is supplied solely to assist in SPRAY STEEL BEAM STRUCTURAL (THICKNESS BY OTHERS) 1/2" x 20 GA. Z-BAR OR 16 GA. CRC (SPACING ) 1 2" NOMINAL GAP (1" JOINT PROTECTION) SPACING LEG 5/8" TYPE "X" DATE: 01/27/14 DATE: 01/27/14 SD104 CEMCO DEFLECTION DRIFT ANGLE - DDA1** (BOTH SIDES) 18 HW-D-0554 STANDARD CHASE WALL, CONCRETE SLAB HW-D-0551 STANDARD WALL, PARALLEL & CENTERED DIRECTLY UNDER BEAM **If the IBC requires UL th edition, additional fill material may be needed in the deflection joint DATE: 05/17/13 For more information, CEMCO please assumes contact no liability for Marino\WARE failure resulting from thetechnical DRAWN BY: Services T.GARIBEKIAN at This technical information reflects the most current information available and use of supersedes it's drawings, computations, any and or all for failure previous resultingpublications DATE: 01/24/14 effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, DATE: Inc. 03/12/ DATE:01/24/14 SD107

21 Typical Details Deflection Drift Angle (DDA-1) Composite Steel/Intumescent Firestop Framing Assemblies HW-D-0515 STANDARD WALL, PERPENDICULAR TO FLUTED DECK CONCRETE DECK WW-D HR. VERTICAL TIE-IN TO CONCRETE SLAB FRAMING STUD FASTENERS ANGLE DDA-1 (BOTH SIDES) CONCRETE 1 2" NOMINAL JOINT (1" JOINT PROTECTION) LEG ANGLE DDA-1** (BOTH SIDES) 5/8" TYPE "X" 1 4" GAP FASTENERS NOTE: SINGLE LAYER OF WW-S HR. SHAFT 5 8" TYPE "X" FOR 1 HOUR FIRE RATING VERTICAL TIE-IN TO CONCRETE SLAB HW-D-0515 J- RUNNER CONCRETE STANDARD WALL, PERPENDICULAR TO FLUTED DECK DRAWN BY: T. GARIBEKIAN DATE: 03/14/14 DATE: 03/14/14 SD111 NOTES: 1. NO INTO DDA-1 SP THAT DEFLECTION CAN STILL TAKE PLACE 2. SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0514 STANDARD WALL, PERPENDICULAR TO FLUTED DECK WW-D-0104 FLUTED METAL DECK WITH CONCRETE VERTICAL TIE IN TO CONCRETE SLAB SPRAY DATE: 05/07/15 DATE: 05/07/15 1 2" NOMINAL GAP SCALE: CEMCO 3"=1'-0" DEFLECTION JOB NO.: DRIFT UL ANGLE DETAILS - DDA-1** SHEET (BOTH NO.: SIDES) SD122 LEG FASTENERS 3 4" JOINT PROTECTION 5 8" TYPE "X" ANGLE DDA-1 WW-S-0061 SHAFT WALL VERTICAL TIE IN TO CONCRETE SLAB HW-D HR. SHAFT WALL, UNDER STAIRWELL SLAB BEAM SHAFT LINER CONCRETE 263 N. Covina SLAB Lane. OR FLUTED City of METAL Industry, DECK CA WITH PHONE CONCRETE (800) FILL STEEL BEAM STRUCTURAL STEEL (THICKNESS BY OTHERS) 1/2" x 20 GA. Z-BAR OR 16 GA. CRC (SPACING ) DATE: 05/07/15 DATE: 05/07/15 JOB SHAFT NO.: UL WALL DETAILS STUD SD123 L-METAL ANGLE FOR BACKING 1" JOINT PROTECTION NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING HW-D-0623 SHAFT FLUTED DECK BEAM PENETRATION HW-D-0514 STANDARD WALL, PERPENDICULAR TO FLUTED DECK CUT AROUND I-BEAM WITH 2" GAP DDA-1 OVER FRAMING (2) LAYERS Z-CLIP DRAWN BY: T. GARIBEKIAN DATE: 05/27/15 WITH DDA-1 DATE: 05/27/15 SD131 STUFFED BETWEEN FRAMING AND 50% COMPRESSED I-BEAM DDA-1 OVER FRAMING WITH DDA-1 CEMCO ANGLE - DDA-1 1" JOINT PROTECTION SHAFT LINER SHAFT WALL STUD 5/8" TYPE "X" NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING **If the IBC requires UL th edition, additional fill material may be needed in the deflection joint HW-D-0622 SHAFT WALL, UNDER STAIRWELL SLAB BEAM For more ASSEMBLY information, RATING: 2 HR please contact Marino\WARE Technical Services at This technical information reflects the most current information available HW-D-0623 SHAFT FLUTED DECK BEAM PENETRATION and supersedes any and all previous publications effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, Inc DATE: 11/23/15 APPROVED BY: DON PILZ DATE: 11/23/15 DATE: 01/27/14 19

22 CEMCO FAS Strap Specification fication FAS STRAP (FIRESTOP FOR FLUTED DECKING) Description FAS Strap is a flat strap with 2 strips of 1/2" to 1-1/4" intumescent. FAS Strap is installed continuous and parallel with the flutes and provides firestopping within the flute void while eliminating mineral wool and providing continuous backing for wall framing. This strap is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 ksi yield strength steel for 20 gauge (33 mils) with a minimum G40 coating complying with ASTM A924, with a minimum G60 coating complying with ASTM A924; and Grade 50 Type H for 50 ksi yield strength steel for 16 gauge (54 mils) with a minimum G60 coating complying with ASTM A924. The FAS STRAP is listed under Underwriters Laboratories for one and two hour head of wall fire rated wall assemblies. Member Width (in.) Length (ft.) Steel Thickness mil (gauge) 1/2 to 1-1/4 Intumescent Tape 10-1/ , 54 (20, 16) Patent Pending ASTM s & Code Standards ASTM A653, C645, A1003, A924 ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints A STM E-119 Standard Test Methods for Fire Tests of Building Construction and Material ICC ES 2012 Air leakage tests conducted for compliance with Section of ICC-ES 2012 LEED v3 for Building and Design Construction MR Credit 2: Construction Waste Management. MR Credit 4: Recycled Content. LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option /2 20 Technical Services Technical Services: Structural Engineering/Design: This technical information reflects the most current information available and supersedes any and all previous publications effective September 16, AT A p p r o e v d

23 Typical Details FAS Strap Composite Steel/Intumescent Firestop Framing Assemblies HW-D HR. OFFSET & PARALLEL UNDER FLUTED DECK HW-D HR. SHAFT WALL, PARALLEL & DIRECTLY UNDER DECK FLUTE FLUTED METAL DECK FILLED WITH CONCRETE FAS STRAP FLUTED METAL DECK WITH CONCRETE FAS STRAP 1" NOMINAL GAP (2" JOINT PROTECTION) LEG CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES) 1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO ANGLE - DDA A A HW-D-0524 STANDARD WALL, OFFSET & PARALLEL UNDER FLUTED DECK HW-D-0524 STANDARD WALL, OFFSET PARALLEL UNDER FLUTED DECK "A" FLUTED METAL DECK FILLED WITH CONCRETE PHONE 1 2" NOMINAL (800) JOINT ENG. (1" DEPT. JOINT PROTECTION) 1 2" NOMINAL JOINT (1" JOINT PROTECTION) DRAWN BY: T. GARIBEKIAN DATE: FAS 05/24/13 STRAP DATE: 05/24/13 ANGLE SD03 DDA-1** (BOTH SIDES) LEG HW-D HR. PARALLEL SHAFT WALL, PARALLEL & DIRECTLY & DIRECTLY UNDER UNDER DECK FLUTE FLUTED METAL DECK FILLED WITH CONCRETE ENG. 3/4" JOINT DEPT. FAX PROTECTION (626) LEG "A" MIN. #6 FRAMING DRAWN BY: O.K. DATE: CEMCO 04/29/13 FAS STRAP DATE: TYPICAL 04/29/13 STEEL SCALE: FASTENERS 3"=1'-0" SD33 FAS /8" TYPE "X" NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING A HW-D-0524 STANDARD WALL, OFFSET & PARALLEL UNDER FLUTED DECK "A" HW-D HR. SHAFT CEMCO assumes WALL, no PARALLEL liability for failure & resulting DIRECTLY from the UNDER DRAWN BY: DECK T.GARIBEKIAN FLUTE DATA: 01/27/14 APPROVED FLUTED BY: METAL F. SESMA DECK DATE: 01/27/14 WITH CONCRETE FAS STRAP SD88 ( 3 4" JOINT PROTECTION) A HW-D-0524 STANDARD WALL, PARALLEL & DIRECTLY UNDER DECK FLUTE ASSEMBLY HW-D-0524 RATING: 1 HR SHAFT WALL, DIRECTLY "A" UNDER FLUTED DECK FLUTED METAL DECK DRAWN BY: T. GARIBEKIAN FILLED WITH CONCRETE DATE: FAS 05/15/13 STRAP DATE: 05/15/13 1 2" NOMINAL GAP FAX (626) (1" JOINT PROTECTION) SD49 FAS J- ANGLE DDA-1 A NOTE: SINGLE LAYER OF A 5 8" TYPE "X" FOR 1 HOUR FIRE RATING SHAFT WALL, DIRECTLY UNDER FLUTED DECK "A1.1" HW-D-0524 and supersedes SHAFT WALL, any PARALLEL and all & previous DIRECTLY publications UNDER DECK FLUTE effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, Inc "A" DRAWN BY: TALIN GARIBEKIAN HW-D-0524 DATE: 03/09/15 DATE: 01/27/14 21

24 FAS BT 1000 (BOTTOM ) - 30, 43 & 54 MIL Product Description FAS Track BT 1000 is a bottom track that offers fire and air (smoke) protection, eliminating the need for fire and sound sealant. The section is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 ksi yield strength steel for 20 gauge (30 mils) with a minimum G40 coating complying with ASTM A924, and 18 gauge (43 mils) with a minimum G60 coating complying with ASTM A924; and Grade 50 Type H for 50 ksi yield strength steel for 54 mil (16 gauge) with a minimum G60 coating complying with ASTM A924. Steel Thickness INTUMESCENT TAPE BOTH SIDES A Thickness (mil.) Design Thickness (in.) 1 Minimum Thickness (in.) 1,2 VIPER WITH HEM 1/ Notes: A 1. Uncoated steel thickness. Thickness is for carbon steel. 2. 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 AISI S INTUMESCENT TAPE BOTH SIDES INTUMESCENT TAPE BOTH SIDES A VIPER T WITH H FAS Track BT 1000 (Bottom Track) Track Configurations: 1-1/4 A 1 "A" Track Member Width (in.) Flange Size (in.) Length 1-1/4 (ft.) "G" Steel Thickness mil (gauge) 2-1/2, 3-5/8, 4, 6 1-1/ , 43, 54 (20, 18, 16) A U.S. Patent 8,640,415 B2 ASTM & Code Standards ASTM A653/653M, A924/924M, A1003/1003M, C645 & C754 ICC-ES ESR 2012 ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Sound Tested in accordance with ASTM E90-09 Air leakage tests conducted for compliance with Section of IBC and CBC A LEED v4 for Building and Design Construction: MR Prerequisite: Construction and Demolition Waste Management Planning MR Credit: Construction and Demolition Waste Management Sourcing of Raw Materials, Option 2 Environmental Product Declarations, Options 1 & 2 Material Ingredients, Option 1 MR Credit: Building Life-Cycle Impact Reduction, Option 4 22

25 FAS-RBR STRAP (RATED BASE REVEAL) MANUFACTURED BY Product Description FAS-RBR Strap (Rated Base Reveal) is a composite steel/ intumescent profile that provides a fire and smoke rating according to UL-2079 for a recessed base board and listed under UL BW-S The FAS-RBR Strap is a fire rated steel/intumescent strap drywall accessory that provides fire rating for recessed base board assemblies. FAS-RBR is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 ksi yield strength steel for 20 gauge (30 mil) with a minimum G40 coating complying with ASTM A924. Patent Pending Steel Thickness Steel thickness 20ga.030mil (only) 6 wide.030 ASTM & Code Standards ASTM A1003, A653, A /2015 IBC 2010/2013 CBC 2012 AISI ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests for Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Air leakage tests conducted for compliance with Section of IBC and CBC LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option 4. Cold-formed steel framing products contain 30% to 37% recycled steel Total Recycled Content: 36.9% Post-Consumer: 19.8% Pre-Consumer: 14.4% FIRST LAYER OF SECOND LAYER OF CEMCO FAS-RBR STRAP Intumescent Tape 23

26 1/2" 5/8" Typical Details FAS-RBR Strap Bottom of Wall BW-S HR. FIRE RATED RECESS BASE REVEAL BW-S HR. BOTTOM WALL STATIC JOINT FAS RBR STRAP MIN. 25 GA MIN. 25 GA CEMCO FAS-RBR (RECESSED BASE REVEAL) DIRECTLY OVER STUDS 1 1 4" LEG BOTTOM CEMCO FAS-RBR STRAP (RECESSED BASE REVEAL) INSTALLED OVER FIRST LAYER OF 1 1 4" LEG BOTTOM WOOD OR ALUMINUM BASE TRIM MAX 4" WIDE 4" SEALANT SEALANT 4 1/2" 6" 6" 2" 5 8" WIDE 1.5mm INTUMESCENT TAPE 5 8" WIDE 1.5mm INTUMESCENT TAPE CEMCO FAS-RBR (RECESSED BASE REVEAL) BW-S-0036 DRAWN BY: T. GARIBEKIAN DATE: 03/10/15 *NOTE: SINGLE LAYER OF 5/8 TYPE X FOR 1 HOUR FIRE RATING, SCALE: 2 LAYERS 3"=1'-0" FOR 2 HOUR City BW-S-0036 of Industry, CA BOTTOM design or WALL construction STATIC without an JOINT independent FAS-RBR evaluation STRAP FIRE RATED RECESS BASE REVEAL SD135 CEMCO FAS-RBR STRAP (RECESSED BASE REVEAL) BW-S-0036 DATE: 02/29/16 *NOTE: SINGLE LAYER OF from 5/8 the TYPE use of alternate X materials, FOR or improper 1 HOUR application FIRE RATING, APPROVED 2 LAYERS BY: FOR DON 2 PILZ HOUR DATE: 02/29/16 City BW-S-0024 of Industry, CA HR. BOTTOM WALL STATIC JOINT FIRE RATED RECESS BASE REVEAL SD140 CEMCO FAS-RBR MIN. 25 GA 5/8" TYPE "X" FRY REGLET REVEAL BASE 1 1 4" LEG BOTTOM LEG FAS 1000BT SEALANT 1 2" JOINT PROTECTION FASTENERS CONCRETE SLAB STATIC JOINT BW-S-0036 FIRE RATED RECESS BASE REVEAL DRAWN BY: T. GARIBEKIAN DATE: 05/24/13 DATE: 08/10/16 DATE: 05/24/13 APPROVED BY: DON PILZ DATE: 08/10/16 PHONE (800) *NOTE: SINGLE LAYER by OF a qualified 5/8 TYPE Architect X or Engineer FOR of Record. 1 HOUR FIRE RATING, SHEET 2 LAYERS NO.: FOR 2 HOUR FAX (626) *NOTE: SINGLE LAYER OF but 5/8 not limited TYPE X to the implied warranties FOR 1 HOUR of merchantability FIRE RATING, 2 LAYERS SD80 FOR 2 HOUR For more information, and fitness please for a particular contact purpose Marino\WARE are disclaimed. Technical SD140.1 Services at This technical information reflects the most current information available 24 BW-S-0024 BOTTOM OF WALL

27 FAS-093X FIRE RATED CONTROL JOINT MANUFACTURED BY Product Description FAS-093X Fire Rated Control Joint is a composite control joint with intumescent tape factory applied to the back side of the control joint. The FAS-093X has been tested according to UL-2079 Test For Fire Resistance of Building Joint Systems and is used to relieve stresses of expansion and contraction of drywall interior partitions or ceilings running in a horizontal or vertical direction. The opening is protected by an orange plastic tape to indicate the fire rating. This tape is removed after joint compound has been applied and the finish is completed. The 093X can be used on metal or wood framing on one or both sides of the wall. The section is fabricated from mil hotdipped galvanized steel. U.S. Patent 8,671,632 ASTM & Code Standards ASTM C1047, A653 ASTM A1003 Grade 33 Type H ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Sound Tested in accordance with ASTM E90-09 Air leakage tests conducted for compliance with Section of IBC and CBC 5/8 TYPE X LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning MR Credit: Construction and Demolition Waste Management Sourcing of Raw Materials, Option 2 Environmental Product Declarations, Options 1 & 2 Material Ingredients, Option 1 MR Credit: Building Life-Cycle Impact Reduction, Option 4 FAS-093X FIRE RATED CONTROL JOINT 1/2 1/2 5/8 TYPE X Cold-formed steel framing products contain 30% to 37% recycled steel Total Recycled Content: 36.9% Post-Consumer: 19.8% Pre-Consumer: 14.4% Installation 093X can be installed with drywall fasteners or staples before the flanges are coated with tape and joint compound. FAS-093X FIRE RATED CONTROL JOINT 1/2 25

28 FAS-093X-V (VINYL) FIRE RATED CONTROL JOINT MANUFACTURED BY Product Description FAS-093X-V Vinyl Fire Rated Control Joint is a composite control joint with intumescent tape factory applied to the back side of the control joint. The FAS- 093X-V has been tested according to UL-2079 Test for Fire Resistance of Building Joint Systems and is used to relieve stresses of expansion and contraction of drywall INTERIOR and EXTERIOR partitions or ceilings running in a horizontal or vertical direction in both metal or wood framing on one side or both sides of the wall. The FAS-093X-V is pink in color and features a co-extruded flexible PVC center that is designed to provide a full 1/2 of protection against the stresses of expansion and contraction. US Patent 8,671,632 Packaging 10 lengths; 20 pieces per box; 25 per pallet Product Information Applicable Standards: Rigid PVC products meet ASTM specifications D Class 2, D , C and achieve a Class A rating for flame spread and smoke developed when tested under ASTM E UL-2079 Standard for Tests for Fire Resistance of Building Joint Systems. Limitations: 093X-V must be painted with a high quality paint, especially in exterior applications. Installation: 093X-V can be installed with spray adhesive, drywall fasteners, or staples. NO Drywall Rips Required NO Fire Sealant Required NO Mineral Wool Required FAS-093X-V FIRE RATED CONTROL JOINT 1/2 5/8 TYPE X 1/2 5/8 TYPE X FAS-093X-V FIRE RATED CONTROL JOINT 1/2 26

29 FAS REVEAL FIRE BARRIER MANUFACTURED BY Product Description FAS REVEAL is a red corrugated metal flat strap that provides firestopping behind architectural reveals and moldings for up to 2-hour fire ratings. FAS Reveal is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 ksi yield strength steel for 25 gage (18 mil) with a minimum G40 coating complying with ASTM A924. The FAS Reveal is attached directly over the wood and steel studs. Drywall shall overlap the FAS Reveal by 3/4 on each side. The FAS Reveal has been tested in compliance with UL-2079 Standard for Tests for Fire Resistance of Building Joint Systems listed under WW-S Steel Thickness Steel mil thickness 25ga.18mil ASTM & Code Standards A1003, A653, A /2015 IBC 2010/2013 CBC 2012 AISI ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests for Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Air leakage tests conducted for compliance with Section of IBC and CBC Patent Pending R.020 LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option 4. CEMCO cold-formed steel framing products contain 30% to 37% recycled steel Total Recycled Content: 36.9% Post-Consumer: 19.8% Pre-Consumer: 14.4% Metal Framing CEMCO FAS Reveal Over Framing Drywall Screw Through Framing 5/8 Type X Drywall Reveal Molding 27

30 FAS VERTICAL DRIFT JOINT (VDJ) MANUFACTURED BY Description FAS Vertical Drift Joint (VDJ) is a composite steel/intumescent corner bead with 2 layers of factory applied intumescent tape applied to the longer leg of the accessory. The intumescent strips work as a compression gasket to prevent the passage fire, smoke and sound between the metal stud drywall panels and the panel and or drywall encased around the aluminum window mullion. The FAS Vertical Drift Joint (VDJ) is tested and certified with UL according to UL-2079 and will provide unencumbered drift and vertical movement between the adjoining wall panels. The profile is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 ksi yield strength steel for 25 gauge (18 mil). Patent Pending ASTM s & Code Standards ASTM A653, C645, A1003, A924 ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems UL 2079 Tests For Fire Resistance of Building Joints ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Material Air leakage tests conducted for compliance with Section of IBC and CBC LEED v4 for Building and Design Construction MR Prerequisite: Construction and Demolition Waste Management Planning. MR Credit: Construction and Demolition Waste Management. Sourcing of Raw Materials, Option 2. Environmental Product Declarations, Options 1 & 2. Material Ingredients, Option 1. MR Credit: Building Life-Cycle Impact Reduction, Option x 1.5mm Intumescent Tape Both Sides " CEMCO cold-formed steel framing products contain 30% to 37% recycled steel Total Recycled Content: 36.9% Post-Consumer: 19.8% Pre-Consumer: 14.4% FAS VDJ 28

31 Typical Details FAS Vertical Drift Joint (VDJ) Wall to Wall WW-D HR. VERTICAL JOINT FAS 093X WW-D HR. WINDOW WALL TO WALL VERTICAL DRIFT JOINT ALUMINUM WINDOW MULLION INTUMESCENT TAPE 3-5/8"x 25GA STUD MIN. 1 2" MOVEMENT FAS 093X FIRE RATED CONTROL JOINT JOINT COMPOUND OVER FLANGE 1 2" CEMCO FAS-VERTICAL DRIFT JOINT WINDOW WALL SYSTEM 1 2" 2 1 2" 1 2" WIDE 1.5mm INTUMESCENT TAPE ON BOTHSIDES OF STEEL FAS 093X FIRE RATED CONTROL JOINT NOTE: SINGLE LAYER OF 5 8" TYPE "X" FOR 1 HOUR FIRE RATING WW-D-0182 WINDOW WALL TO WALL VERTICAL DRIFT JOINT WW-D-0172 VERTICAL JOINT ASSEMBLY RATING:1&2HR DRAWN BY: T. GARIBEKIAN WW-D-0182 CEMCO 1 HR. assumes VERTICAL no liability DRIFT for failure JOINT resulting from FAS-VDJ the WW-S-0076 use 1 of HR. it's drawings, FAS REVEAL computations, or for failure resulting DATE: 03/05/15 DATE: 02/01/16 drawing is generic 5/8" TYPE in nature "X" and should not be used in by a qualified Architect 5/8" TYPE or Engineer "X" of Record. 5/8" TYPE "X" SD134 SD128 and fitness for a particular ALUMINUM purpose WINDOW are disclaimed. MULLION ALUMINUM WINDOW MULLION INTUMESCENT TAPE INTUMESCENT TAPE 3-5/8"x 25GA STUD MIN. 3-5/8"x 25GA STUD MIN. 1 4" CEMCO FAS VERTICAL DRIFT JOINT MOVEMENT MOVEMENT CEMCO FAS REVEAL OVER FRAMING THROUGH FRAMING REVEAL MOLDING JOINT COMPOUND OVER 5/8" TYPE FLANGE "X" JOINT COMPOUND OVER FLANGE CEMCO FAS-VERTICAL DRIFT JOINT CEMCO FAS-VERTICAL DRIFT JOINT WINDOW WALL SYSTEM WINDOW WALL SYSTEM 1 2" WIDE 1.5mm INTUMESCENT TAPE 2 1 2" 2 1 2" ON BOTHSIDES OF STEEL 1 2" WIDE 1.5mm INTUMESCENT TAPE ON BOTHSIDES OF STEEL METAL FRAMING 1 4" CEMCO FAS VERTICAL 1 4" DRIFT JOINT CEMCO FAS VERTICAL DRIFT JOINT WALL TO WALL VERTICAL DRIFT JOINT WALL TO WALL VERTICAL DRIFT JOINT WW-S-0076 *NOTE: SINGLE CEMCO LAYER assumes OF 5/8 no TYPE liability X for failure resulting FOR 1 HOUR from the FIRE RATING, DRAWN 2 BY: LAYERS T. GARIBEKIAN FOR ASSEMBLY 2 HOUR RATING: *NOTE: 2 HR SINGLE LAYER OF 5/8 TYPE X FOR 1 HOUR FIRE RATING, 2 LAYERS FOR 2 HOUR DATE: 03/05/15 from CEMCO the use assumes of alternate no materials, liability for or failure improper resulting application from the DRAWN BY: T. GARIBEKIAN or installation. use of it's drawings, This drawing computations, is supplied or solely for failure to assist resulting SCALE: DATE: 3"=1'-0" 03/05/15 the and selection from the supersedes use and of application alternate any materials, of and CEMCO all or products. previous improper This application publications effective May 2, 2018 CAT_FAS_REV_3_ CEMCO assumes no liability WARE for Industries, failure resulting Inc. from 2018the 263 N. Covina Lane. drawing or installation. is generic This in nature drawing and is should supplied not solely be used to assist in in design the selection or construction and application without an of independent CEMCO products. evaluation This PHONE 263 (800) N. Covina Lane. by a drawing qualified is Architect generic in or nature Engineer and of should Record. not be used in ENG. City DEPT. of Industry, CA DATE: 08/10/16 APPROVED BY: DON PILZ DATE: 08/10/16

32 Typical Details Standard HOW Products FAS Track 1000 Model No. Design Thickness (in.) Minimum Thickness (in.) FAS 1000 ALLOWABLE LOADS AND HEIGHTS (1-1/4 SLOTS) Yield (KSI) Coating Web Sizes (in.) Gap (in.) 33 mil G60 2-1/2, 3-1/2, 3-5/8, 4, 6, 8 5/8 43 mil G60 2-1/2, 3-1/2, 3-5/8, 4, 6, 8 5/8 54 mil G60 2-1/2, 3-1/2, 3-5/8, 4, 6, 8 5/8 68 mil G60 3-5/8, 4, 6, 8 5/8 Note: Maximum Loads are based on average test results Stud Spacing (in.) Lateral Load (PSF) Max Load (LB) Max Height 5 48' ' 10 24' 5 36' 1" ' 1" 10 18' 0" 5 24' ' 10 12' 5 52' 10" ' 2" 10 26' 5" 5 39' 8" ' 6" 10 19' 10" 5 26' 5" ' 7" 10 13' 2" 5 88' 5" ' 11" 10 44' 2" 5 66' 5" ' 4" 10 33' 3" 5 44' 2" ' 6" 10 22' 1" 5 154' ' 8" 10 77' 5 115' 9" ' 2" 10 57' 10" 5 77' ' 4" 10 38' 6" 30

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34 100% American-Owned and Operated marinoware.com New Jersey Facility 400 Metuchen Road South Plainfield, NJ Fax: Georgia Facility 777 Greenbelt Parkway Griffin, GA Fax: Indiana Facility 4245 Railroad Avenue East Chicago, IN Fax: Texas Facility Bay Area Boulevard Pasadena, TX Fax: New York Sales Office 137 Broadway, Suite B1 Amityville, NY Fax: Engineering Office 100 Hendrick Drive, Suite 200 McDonough, GA Fax: For more information, please contact Marino\WARE Technical Services at This technical information reflects the most current information available and supersedes any and all previous publications effective May 2, 2018 CAT_FAS_REV_3_ WARE Industries, Inc. 2018