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Home My WebLink AboutAA503 Fire Assembly Details13 12 11 14 15 16 CONSTRUCTION SET A.100; A.200 06/29/07 BID SET A.400 ISSUE, 08/17/07 A.100.ASI.012, A.200.ASI.001, 09/13/07 A.100.ASI.013, 12/14/07 BID SET A.400 RE-ISSUE, 09/19/08 BID SET A.210 ISSUE, 05/01/08 BID SET A.410 ISSUE, XX/XX/08 BID SET A.300 C.1 ISSUE, 06/27/08 Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA503 Fire Assembly Details Bid Set 04.21.06 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Thursday, September 25, 2008; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.100:Bid Set A.100.pln SEE LIFE SAFETY SHEETS FOR RATING OF FIRE ASSEMBLY, SYSTEM # WW- D-1001 1'-4 1/2" MAX 1'-10" MAX CMU (N.I.C.) PAVING SYSTEM (N.I.C.) VENEER AND STUD BACK-UP CONFIGURATION VARIES, N.I.C. STEEL ANGLE, REF. STRUCTURAL N.I.C. THROUGH WALL FLASHING, N.I.C. PLAZA LEVEL FLASHING PRECAST STRUCTURAL TEES W/ 6" TOPPING, N.I.C. PLAZA WATERPROOFING, N.I.C. C.I.P. SLAB & BEAM, REF. STRUCTURAL 3-HOUR FIRE ASSEMBLY SYSTEM # FF-D-1001 SCALE: 1 1/2"= 1'-0" 3 DETAIL AA503 0 6'' 12'' 18'' 2" PREFINISHED 1/8" MTL. COVER PLATE A!ACHED TO ONE SIDE ONLY C.I.P. BEAM 4" CONCRETE TOPPING (N.I.C. AT RETAIL TENANT SPACE) RIGID INSULATION (N.I.C. IF UNDER RETAIL TENANT SPACE) 12" x1/4" GALVANIZED STL. PLATE, CONTINIOUS OVER EXPANSION JOINT ATTACHED ON ONE SIDE TO SLAB/ BEAM W/ FASTENERS PER STRUCTURAL DRAWINGS MAX. 24" o.c. 3-HOUR FIRE ASSEMBLY SYSTEM # FF-D-1001 WATERPROOFING MEMBRANE SCALE: 1 1/2"= 1'-0" 7 DETAIL AA503 0 6'' 12'' 18'' 415/16" DEPTH AS REQUIRED BY SEALANT MANUFACTURER PREFORMED FOAM SEALANT EXTERIOR SIDE EPOXY ADHESIVE, SEE SPEC. C.I.P. WALL INTERIOR SIDE VOLTEX FULL SIZE ROLL OF VOLTEX, CENTERED OVER JOINT 12" WIDE STRIP OF VOLTEX, CENTERD OVER JOINT BENTOSEAL 6" WIDE, 1/4" THICK PREFINISHED 1/8" MTL. COVER PLATE ATTACHED TO ONE SIDE ONLY SEE LIFE SAFETY SHEETS FOR RATING OF FIRE ASSEMBLY, SYSTEM # WW-D-1001 SCALE: 1 1/2"= 1'-0" 1 PLAN DETAIL AA503 0 6'' 12'' 18'' SPACE VARIES 4" BOTH SIDES PREFINISHED 1/8" MTL. COVER PLATE ATTACHED TO ONE SIDE ONLY COLUMNS (TYP) SCALE: 3/4" = 1'-0" 2 PLAN DETAIL AA503 0 1' 2' 3' 1 System No. FF-D-1001 Assembly Rating — 3 Hr L Rating At Ambient — Less Than 1 CFM/Lin Ft L Rating At 400 F — Less Than 1 CFM/Lin Ft Nominal Joint Width — 4 In. Class II Movement Capabilities — 25% Compression or Extension 1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. 2. Joint — Max width of joint (at time of installation of joint system) is 4 in. (102 mm). The joint system is designed to accommodate a max 25 percent compression or extension from it’s installed width. The joint system shall consist of the following: A. Forming Material* — Min 4 pcf (64 kg/m3)mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4 in. (102 mm) and installed edge-ﬁ rst into joint opening, parallel with joint direction, such that batt sections are compressed min 50 percent in thickness and such that the compressed batt sections are recessed from top surface of the ﬂ oor as required to accommodate the required thickness of ﬁ ll material. Adjoining lengths of batt to be tightly-butted with butted seams spaced min 16 in. (406 mm) apart along the length of the joint. FIBREX INSULATIONS INC — FBX Saﬁ ng Insulation IIG MINWOOL L L C — Saﬁ ng Insulation/MW ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER L L C — Type SAF B. Fill, Void or Cavity Material* — Min 1/2 in. (13 mm) thickness of ﬁ ll material applied within the joint, ﬂ ush with top surface of ﬂ oor. SPECIFIED TECHNOLOGIES INC — Pensil 300 or Pensil 300 S/L Sealants *Bearing the UL Classiﬁ cation Mark Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 03/11/04 Speciﬁ ed Technologies, Inc., Somerville, NJ (800) 992-1180 FOD-3120 1 System No. HW-D-0039 Assembly Rating — 2 Hr Nominal Joint Width — 1 In. Class II Movement Capabilities — 25% Compression Or Extension 1. Floor Assembly — The ﬁ re-rated ﬂ uted steel deck/concrete ﬂ oor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* — Max 3 in. (76 mm) deep galv steel ﬂ uted ﬂ oor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the ﬂ oor units. 1A. Roof Assembly — (Not Shown) — As an alternate to the ﬂ oor assembly (Item 1), a ﬁ re rated ﬂ uted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly ﬁ re rating of the roof assembly shall be equal to or greater than the hourly ﬁ re rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck — Max 3 in. (76 mm) deep galv steel ﬂ uted roof deck. B. Roof Insulation — Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the steel roof deck. C. Roof Covering* — Hot mopped or cold-application materials compatible with insulating concrete. 2. Wall Assembly — Min 8 in. (203 mm) thick reinforced light or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Wall may also be constructed of any UL Classiﬁ ed Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System — Max separation between bottom of ﬂ oor or roof deck and top of wall (at time of installation of joint system) is 1 in. (25 mm). The joint system is designed to accommodate a max 25 percent compression or extension from it’s installed width. The joint system shall consist of a forming material and ﬁ ll material in the ﬂ utes of the steel ﬂ oor or roof deck and between the top of the wall and bottom of the steel ﬂ oor or roof deck as follows: A. Forming Material* — Min 7 in. (178 mm) width of 4 pcf (64 kg/m3) mineral wool batt insulation ﬁ rmly packed into the ﬂ utes of the steel ﬂ oor or roof deck and between the top of the concrete wall and the bottom of the steel ﬂ oor or roof deck and recessed from each surface of wall to accommodate the required thickness of ﬁ ll material. Mineral wool batt insulation shall be packed into opening edge ﬁ rst with a min 50 percent compression. FIBREX INSULATIONS INC — FBX Saﬁ ng Insulation IIG MINWOOL L L C — Saﬁ ng Insulation/MW ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER L L C — Type SAF B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of ﬁ ll material installed on each side of the concrete wall in the ﬂ utes of the steel ﬂ oor or roof deck and between the top of the wall and the bottom of the steel ﬂ oor or roof deck ﬂ ush with each surface of concrete wall. SPECIFIED TECHNOLOGIES INC — SpecSeal ES Sealant *Bearing the UL Classiﬁ cation Mark Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 03/08/04 Speciﬁ ed Technologies, Inc., Somerville, NJ (800) 992-1180 FOD-3227 # Gypsum Board* 'YPSUM BOARD SHEETS INSTALLED TO A MIN TOTAL THICKNESS OF IN OR IN ON EACH SIDE OF WALL FOR HR OR HR l RE RATED WALL RESPECTIVELY 7ALL TO BE CONSTRUCTED IN THE INDIVIDUAL 5 3ERIES $ESIGN IN THE 5, &IRE 2ESISTANCE $IRECTORY EXCEPT THAT A NOM IN GAP SHALL BE MAINTAINED BETWEEN THE TOP OF THE WALLBOARD AND THE BOTTOM SURFACE OF THE STEEL m OOR OR ROOF DECK 4HE SCREWS ATTACHING THE GYPSUM BOARD TO THE STUDS ALONG THE TOP OF THE WALL SHALL BE LOCATED IN BELOW THE BOTTOM OF THE CEILING RUNNER .O GYPSUM BOARD ATTACHMENT SCREWS SHALL BE DRIVEN INTO THE CEILING RUNNER OR INTO THE OPTIONAL DEm ECTION CHANNEL The hourly ﬁ re rating of the joint system is dependent upon the hourly ﬁ re rating of the wall assembly in which it is installed. Joint System Max separation between bottom of ﬂ oor or roof deck and top of wall (at time of installation of joint system) is 1 in. The joint system is designed to accommodate a max 25 percent compression or extension from its’ installed width. 4HE JOINT SYSTEM SHALL CONSIST OF FORMING AND l LL MATERIALS WITH OR WITHOUT A DEm ECTION CHANNEL )TEM ! AS FOLLOWS ! Deﬂ ection Channel /PTIONAL -AX IN DEEP MIN GAUGE GALV STEEL CHANNEL SIZED TO ACCOMMODATE CEILING RUNNER )TEM ! $Em ECTION CHANNEL SECURED TO VALLEYS OF STEEL m OOR OR ROOF DECK WITH STEEL FASTENERS OR WELDS SPACED MAX IN /# 4HE CEILING RUNNER )TEM ! IS INSTALLED WITHIN THE DEm ECTION CHANNEL TO MAINTAIN A TO IN GAP BETWEEN THE TOP OF THE CEILING RUNNER AND THE TOP OF THE DEm ECTION CHANNEL 4HE CEILING RUNNER NESTS INSIDE THE DEm ECTION CHANNEL WITHOUT ATTACHMENT " Forming Material* -IN IN OR IN DEPTH FOR HR OR HR l RE RATED WALL RESPECTIVELY OF PCF MINERAL WOOL BATT INSULATION CUT TO THE SHAPE OF THE m UTED DECK APPROX PERCENT LARGER THAN THE AREA OF THE m UTES AND COMPRESSED INTO THE m UTES OF THE STEEL m OOR OR ROOF DECK BETWEEN THE TOP OF THE DEm ECTION CHANNEL AND THE STEEL m OOR OR ROOF DECK !DDITIONAL IN THICK BY IN WIDE SECTIONS OF MINERAL WOOL BATT INSULATION ARE COMPRESSED PERCENT AND INSTALLED CUT EDGE l RST TO l LL THE IN GAP BETWEEN THE TOP OF THE WALL AND BOTTOM OF THE STEEL m OOR OR ROOF DECK 4HE FORMING MATERIAL SHALL BE RECESSED FROM EACH SURFACE OF WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF l LL MATERIAL FIBREX INSULATIONS INC &"8 3Al NG )NSULATION THERMAFIBER LLC 4YPE 3!& OWENS CORNING 3Al NG ROCK WOOL MANUFACTURING CO $ELTA 3Al NG ROXUL 3AFE " Fill, Void or Cavity Material* Sealant -IN IN THICKNESS OF l LL MATERIAL INSTALLED ON EACH SIDE OF THE WALL IN THE m UTES OF THE STEEL m OOR OR ROOF DECK AND BETWEEN THE TOP OF THE WALL AND THE BOTTOM OF THE STEEL m OOR OR ROOF DECK m USH WITH EACH SURFACE OF WALL SPECIFIED TECHNOLOGIES INC 3PEC3EAL %3 3EALANT "EARING THE 5, #LASSIl CATION -ARK ¨!çÁÑYÏÏ *êêÕqÏÑáYLª 1 System No. HW-D-1001 Assembly Ratings — 1, 2 & 3 Hr (See Item 1) L Rating At Ambient — Less Than 1 CFM/LIN Ft L Rating At 400 F — Less Than 1 CFM/LIN Ft Nominal Joint Width — 4 In. Class II Movement Capabilities — 25% Compression Or Extension 1. Floor Assembly — Lightweight or normal weight reinforced (100-150 pcf or 1600-2400 kg/m3) structural concrete. The hourly rating of the joint system is dependent upon the min thickness of the ﬂ oor as tabulated below: Min Thickness of Floor, In (mm) Assembly Rating, Hr 2-1/2 (64) 1 3-1/4 (83) 2 4-1/2 (114) 3 2. Wall Assembly — Min 5 in. (127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Wall may also be constructed of any UL Classiﬁ ed Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System — Max separation between bottom of ﬂ oor and top of wall (at time of installation of joint system) is 4 in. (102 mm). The joint system is designed to accommodate max 25 percent compression or extension from its installed width. The joint system shall consist of the following: A. Forming Material* — Min 4 pcf (64 kg/m3) mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4 in. (102 mm) and installed edge-ﬁ rst into joint opening, parallel with joint direction, such that batt sections are compressed min 50 percent in thickness and such that the compressed batt sections are recessed from each surface of the wall as required to accommodate the required thickness of ﬁ ll material. Adjoining lengths of batt to be tightly butted with butted seams spaced min 16 in. (406 mm) apart along the length of the joint. FIBREX INSULATIONS INC — FBX Saﬁ ng Insulation IIG MINWOOL L L C — Saﬁ ng Insulation/MW ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER L L C — Type SAF B. Fill, Void or Cavity Material* — Min 1/2 in. (13 mm) thickness of ﬁ ll material installed within joint on each side of the wall, ﬂ ush with each surface of wall. SPECIFIED TECHNOLOGIES INC — Pensil 300 Sealant *Bearing the UL Classiﬁ cation Mark Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 03/08/04 Speciﬁ ed Technologies, Inc., Somerville, NJ (800) 992-1180 FOD-3125 1 System No. WW-D-1002 (Limited To Fire Exposure On Interior Only) Assembly Rating — 3 Hr L Rating At Ambient — Less Than 1 CFM/LIN. Ft L Rating At 400 F — Less Than 1 CFM/LIN. Ft Nominal Joint Width — 4 In. Class II Movement Capabilities — 25% Compression Or Extension 1. Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Wall may also be constructed of any UL Classiﬁ ed Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Joint System — Max width of joint (at time of installation of joint system) is 4 in. (102 mm). The joint system is designed to accommodate a max 25 percent compression or extension from it’s installed width. The joint system shall consist of the following: A. Forming Material* — Min 4 pcf (64 kg/m3) mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4 in. (102 mm) and installed edge-ﬁ rst into joint opening, parallel with joint direction, such that batt sections are compressed min 50 percent in thickness and such that the compressed batt sections are recessed from exterior surface of the wall as required to accommodate the required thickness of ﬁ ll material. Adjoining lengths of batt to be tightly-butted with butted seams spaced min 16 in. (406 mm) apart along the length of the joint. FIBREX INSULATIONS INC — FBX Saﬁ ng Insulation IIG MINWOOL L L C — Saﬁ ng Insulation/MW ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER L L C — Type SAF B. Fill, Void or Cavity Material* — Min 1/2 in. (13 mm) thickness of ﬁ ll material applied within the joint, ﬂ ush with exterior surface of wall. SPECIFIED TECHNOLOGIES INC — Pensil 300 Sealant *Bearing the UL Classiﬁ cation Mark Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 03/11/04 Speciﬁ ed Technologies, Inc., Somerville, NJ (800) 992-1180 FOD-3186 1 System No. WW-D-1001 Assembly Rating — 3 Hr L Rating At Ambient — Less Than 1 CFM/LIN.Ft L Rating At 400 F — Less Than 1 CFM/LIN. Ft Nominal Joint Width — 4 In. Class II Movement Capabilities — 25% Compression Or Extension 1. Wall Assembly — Min 5 in. (127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Wall may also be constructed of any UL Classiﬁ ed Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Joint System — Max width of joint (at time of installation of joint system) is 4 in. (102 mm) The joint system is designed to accommodate a max 25 percent compression or extension from it’s installed width. The joint system shall consist of the following: A. Forming Materials* — Min 4 pcf (64 kg/m3) mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4 in. (102 mm) and installed edge-ﬁ rst into joint opening, parallel with joint direction, such that batt sections are compressed min 50 percent in thickness and such that the compressed batt sections are recessed from each surface of the wall as required to accommodate the required thickness of ﬁ ll material. Adjoining lengths of batt to be tightly-butted with butted seams spaced min 16 in. (406 mm) apart along the length of the joint. FIBREX INSULATIONS INC — FBX Saﬁ ng Insulation IIG MINWOOL L L C — Saﬁ ng Insulation/MW ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER L L C — Type SAF B. Fill, Void or Cavity Material* — Min 1/2 in. (13 mm) thickness of ﬁ ll material applied within the joint, ﬂ ush with each surface of wall. SPECIFIED TECHNOLOGIES INC — Pensil 300 Sealant *Bearing the UL Classiﬁ cation Mark Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 03/11/04 Speciﬁ ed Technologies, Inc., Somerville, NJ (800) 992-1180 FOD-3185 SCALE: 1 1/2"= 1'-0" 5 Expansion Joint CMU AA503 0 6'' 12'' 18'' SCALE: 1:1.43 9 FFD1001 AA503 SCALE: 1:1.43 10 HWD0039 AA503 SCALE: 1:1.43 12 HWD0034-2 AA503 SCALE: 1:1.43 15 HWD1001.pdf AA503 SCALE: 1:1.43 14 WWD1002.pdf AA503 SCALE: 1:1.43 13 WWD1001.pdf AA503 04.21.06 A.100,A.210, A.400 RJP, JAW JAW 09.19.08 System No. HW-D-0034 !SSEMBLY 2ATINGS AND (R 3EE )TEM .OMINAL *OINT 7IDTH )N #LASS )) -OVEMENT #APABILITIES #OMPRESSION OR %XTENSION Floor Assembly 4HE l RE RATED m UTED STEEL DECKCONCRETE m OOR ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL &LOOR #EILING $ESIGN IN THE 5, &IRE 2ESISTANCE $IRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES ! Steel Floor And Form Units* -AX IN DEEP GALV STEEL m UTED m OOR UNITS " Concrete -IN IN THICK REINFORCED CONCRETE AS MEASURED FROM THE TOP PLANE OF THE m OOR UNITS ! Roof Assembly .OT 3HOWN !S AN ALTERNATE TO THE m OOR ASSEMBLY )TEM A l RE RATED m UTED STEEL DECK ROOF ASSEMBLY MAY BE USED 4HE ROOF ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL 0 3ERIES 2OOF #EILING $ESIGN IN THE 5, &IRE 2ESISTANCE $IRECTORY 4HE HOURLY l RE RATING OF THE ROOF ASSEMBLY SHALL BE EQUAL TO OR GREATER THAN THE HOURLY l RE RATING OF THE WALL ASSEMBLY 4HE ROOF ASSEMBLY SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES ! Steel Roof Deck -AX IN DEEP GALV STEEL m UTED ROOF DECK " Roof Insulation -IN IN THICK POURED INSULATING CONCRETE AS MEASURED FROM THE TOP PLANE OF THE STEEL ROOF DECK # Roof Covering* (OT MOPPED OR COLD APPLICATION MATERIALS COMPATIBLE WITH INSULATING CONCRETE Wall Assembly 4HE OR HR l RE RATED GYPSUM BOARDSTUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL 5 3ERIES 7ALL OR 0ARTITION $ESIGN IN THE 5, &IRE 2ESISTANCE $IRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES ! Steel Floor and Ceiling Runners &LOOR AND CEILING RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF GALV STEEL CHANNELS SIZED TO ACCOMMODATE STEEL STUDS #EILING RUNNER TO BE PROVIDED WITH MIN IN TO MAX IN m ANGES 7HEN DEm ECTION CHANNEL )TEM ! IS USED m ANGE HEIGHT OF CEILING RUNNER IS TO BE EQUAL TO OR GREATER THAN m ANGE HEIGHT OF DEm ECTION CHANNEL AND THE CEILING RUNNER IS TO NEST WITHIN THE DEm ECTION CHANNEL WITH A TO IN GAP MAINTAINED BETWEEN THE TOP OF THE CEILING RUNNER AND THE TOP OF THE DEm ECTION CHANNEL 7HEN DEm ECTION CHANNEL IS NOT USED CEILING RUNNER TO BE PROVIDED WITH MIN IN m ANGES #EILING RUNNER IS SECURED TO VALLEYS OF STEEL DECK WITH STEEL FASTENERS OR WELDS SPACED MAX IN /# ! Light Gauge Framing* Clipped Clipped Ceiling Runner !Runner S AN ALTERNATE TO THE CEILING S AN ALTERNATE TO THE CEILING RUNNER IN )UNNER IN )TEM TEM ! R ! CLIPPED CLIPPED RUNNER TO CONSIST OF GALV STEEL CHANNEL WITH CLIPS PREFORMED IN TRACK m ANGES WHICH POSITIVELY ENGAGE THE INSIDE m ANGE OF THE STEEL STUDS )TEM " 4RACK SIZED TO ACCOMMODATE STEEL STUDS )TEM " 4RACK m ANGES TO BE MIN IN #LIPPED CEILING RUNNER INSTALLED PERPENDICULAR TO DIRECTION OF m UTED STEEL DECK AND SECURED TO VALLEYS WITH STEEL FASTENERS SPACED MAX IN /# 7HEN CLIPPED CEILING RUNNER IS USED DEm ECTION CHANNEL )TEM ! SHALL NOT BE USED TOTAL STEEL SOLUTIONS LLC 3NAP 4RAK ! Light Gauge Framing* Slotted Slotted Ceiling Runner !Runner S AN ALTERNATE TO THE CEILING S AN ALTERNATE TO THE CEILING RUNNER IN )UNNER IN )TEM TEM ! R ! CEILING CEILING RUNNER TO CONSIST OF GALV STEEL CHANNEL WITH SLOTTED m ANGES SIZED TO ACCOMMODATE STEEL STUDS )TEMS " #EILING RUNNER SECURED TO BOTTOM OF CONCRETE m OOR WITH STEEL FASTENERS SPACED MAX IN /# 7HEN SLOTTED CEILING RUNNER IS USED DEm ECTION CHANNEL )TEM ! SHALL NOT BE USED SLIPTRACK SYSTEMS INC 3,0 42+ METAL-LITE INC 4HE 3YSTEM " Studs 3TEEL STUDS TO BE MIN IN WIDE 3TUDS CUT TO IN LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND SECURED TO m OOR RUNNER 7HEN DEm ECTION CHANNEL )TEM ! IS USED STEEL STUDS ATTACHED TO CEILING RUNNER WITH SHEET METAL SCREWS LOCATED IN BELOW THE BOTTOM TO THE DEm ECTION CHANNEL 7HEN DEm ECTION CHANNEL IS NOT USED STUDS TO NEST IN CEILING RUNNER WITHOUT ATTACHMENT 7HEN SLOTTED CEILING RUNNER )TEM ! IS USED STEEL STUDS SECURED TO SLOTTED CEILING RUNNER WITH .O BY IN LONG WAFER HEAD STEEL SCREWS AT MIDHEIGHT OF SLOT ON EACH SIDE OF WALL 3TUD SPACING NOT TO EXCEED IN /# 2EPRODUCED COURTESY OF 5NDERWRITERS ,ABORATORIES )NC #REATED OR 2EVISED 3PECIl ED 4ECHNOLOGIES )NC 3OMERVILLE .* &/$ ¨!çÁÑYÏÏ *êêÕqÏÑáYLª