ENGINEERED SOLUTIONS VERSA-DEK COMPOSITE 3.5LS COMPOSITE LONG SPAN FLOOR DECK.

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Augustine Cannon
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1 E N G I N E E R S ENGINEERED SOUTIONS VERSA-DEK COMPOSITE 3.5S COMPOSITE ONG SPAN FOOR DECK

VERSA-DEK COMPOSITE 3.5S VERSA-DEK COMPOSITE 3.

floor-to-floor heights n Reduces concrete volume n Reduces need for

2 VERSA-DEK COMPOSITE 3.5S VERSA-DEK COMPOSITE 3.5S Dovetail-shaped structural composite Dek engineered for spans up to 28-0 with minimal concrete cover. Another Engineered Solution from the Metal Dek Group n Optimizes floor-to-floor heights n Reduces concrete volume n Reduces need for filler beams n Requires limited to no shoring n Allows core drilling flexibility for M/E/P components VERSA-DEK COMPOSITE 3.5S ACOUSTICA 2

Painted Metal Systems n High-reflectance white and custom colors n Engineered for optimum performance n Factory finished / Manufacturer warranted System

5S provides unprotected fire ratings requiring significantly less concrete than embossed deck.

ess weight allows long unshored spans, wide spaced filler beams and a light gravity support system. Versa-Dek Composite 3.

concourses and elevated walkways. Ceiling Aesthetics Versa-Dek Composite 3.5S, left exposed, provides a clean lineal plank ceiling appearance.

Versa-Wedge hangers replace field-drilled anchors and provide owners the flexibility to add and relocate items after occupancy. Versa-Dek Composite 3.

3 Painted Metal Systems n High-reflectance white and custom colors n Engineered for optimum performance n Factory finished / Manufacturer warranted System Description Versa-Dek Composite 3.5S is an optimized deck profile combining the features of stay-in-place formwork and positive steel reinforcement for composite floor slabs. The 3-1 /2 dovetail shape interlocks with concrete topping to achieve optimum span and load-carrying capacities. Versa-Dek Composite 3.5S provides unprotected fire ratings requiring significantly less concrete than embossed deck. A 2-hour rated assembly requires only a 2-1 /4 NWT cover, reducing concrete volume by 15% over conventional designs. ess weight allows long unshored spans, wide spaced filler beams and a light gravity support system. Versa-Dek Composite 3.5S is suited for health care facilities, academic buildings, office complexes, and residential projects such as dormitories and barracks, as well as ramps, concourses and elevated walkways. Ceiling Aesthetics Versa-Dek Composite 3.5S, left exposed, provides a clean lineal plank ceiling appearance. Side-lap screws are concealed in the shadow of the dovetail. Versa-Steel finish paints bring color and texture to any space. Versa-Wedge hangers replace field-drilled anchors and provide owners the flexibility to add and relocate items after occupancy. Versa-Dek Composite 3.5S Acoustical provides a uniform perforation pattern in the ceiling plane to achieve up to 85% sound absorption, helping to control the negative effects of noise and reverberation. Optional removable panels provide access to M/E/P components concealed in Dek flutes. Versa-Wedge Hanger System n Accommodates threaded rod hangers for M/E/P Components n Static load capacities: - 20 GA, up to 500 bs GA, up to 650 bs GA, up to 800 bs. n Quick to install, remove and relocate Versa-Wedge Hanger System Questions about Versa-Dek Composite 3.5S, call DEK-DSGN 3

5S RATINGS (1)(2)(3) (HOUR) 1 1 /2 hr 2 hr NWT Concrete Cover 2 2 1 /4 WT Concrete Cover 2 2 Acoustics n Sound Transmission Class (STC) n Impact Insulation Class (IIC) ASSEMBY 7 5 8 " 3.

4 Versa-Dek Composite 3.5S SERVICE & PERFORMANCE Structural Approval ICC-Evaluation Services (Report No. ESR-2635) in accordance with 2006 International Building Code U Fire Ratings Versa-Dek Composite 3.5S RATINGS (1)(2)(3) (HOUR) 1 1 /2 hr 2 hr NWT Concrete Cover /4 WT Concrete Cover 2 2 Acoustics n Sound Transmission Class (STC) n Impact Insulation Class (IIC) ASSEMBY " 3.5S FOOR DEK 1/2" UNDERAYMENT (Homasote) " 7/8" FURRING CHANNE SPACED 24" OC 1/2" GYPSUM BOARD STC (1) CONCRETE COVER 7 8 " AIRSPACE IIC (2) 7-5 /8 Versa-Dek Composite 3.5S Floor/Ceiling System (see detail) 48 db (3) 52 db (3) 9-1 /8 Versa-Dek Composite 3.5S Floor/Ceiling System (see notes) 52 db (4)(5) 56 db (4)(5) 3 hr 3 3 /4 2 1 /4 (1) ASTM E / E , Standard Test Method for Sound Transmission Class (STC) (2) ASTM E / E , Standard Test Method for Impact Insulation Class (IIC) (3) Test report on file (4) Estimated based on 3 /4 increase in airspace to 1-5 /8 (5) Estimated based on 3 /4 increase in concrete cover to 3 Contact Metal Dek Group for additional assembly ratings n Sound Absorption Average (SAA) 3.5S ACOUSTICA FOOR DEK Versa-Dek Composite 3.5S Acoustical n Noise Reduction Coefficient (NRC) META CAP ACOUSTICA INSUATION CONCRETE COVER RATINGS (1)(2)(3) (HOUR) NWT Concrete Cover WT Concrete Cover ASSEMBY SAA (1)(2) NRC (1)(2) 1 1 /2 hr 2 hr 3 hr 3 1 /4 3 3 /4 4 1 /2 2 1 /4 2 1 /2 3 7 /16 Versa-Dek Composite 3.5S & 3.5SA notes: (1) Reference U Design D947, D964 (2) Unprotected, restrained assembly ratings (3) Concrete Cover /2 Versa-Dek Composite 3.5S depth = Overall Slab Depth Versa-Dek Composite 3.5S Acoustical Floor/Ceiling System (see detail) (1) ASTM C a, Standard Test Method for Sound Absorption Coefficients by the Reverberation Room Method (2) Test report on file (3) SAA is average of sound absorption coefficients at twelve 1 /3 octave frequencies ranging from 200 to 2500 Hz, rounded to nearest 0.01 increment. NRC is average of sound absorption coefficients at four 1 octave frequencies ranging from 250 to 2000 Hz, rounded to nearest 0.05 increment. Vibration n Independent testing confirms that Versa-Dek Composite 3.5S and Versa-Dek Composite 3.5S Acoustical conform to established vibration standards of AISC Steel Design Guide Series Eleven (DG-11): Floor Vibrations Due To Human Activity. TM n DekVibe is the Metal Dek Group s proprietary analytical tool developed to evaluate vibration characteristics of composite floor slab systems in MDG s family of floor systems. Contact the Dek Design Team for DekVibe design assistance. 4 Questions about Versa-Dek Composite 3.5S, call DEK-DSGN

5 Versa-Dek Composite 3.5S DETAIS CURTAINWA SYSTEM REBAR WEDED TO POUR STOP END COSURE ATTACHMENT REQUIRED SHRINKAGE CONTRO ATTACHMENT REQUIRED - EACH SIDE WHERE DECK ENDS TERMINATE AT BEAM 1.5" MIN. BEARING POUR STOP, CONTINUOUS. - BENT PATE or ROED ANGE SHRINKAGE CONTRO 3.5S FOOR DEK COMPOSITE BEAM 3.5S EXTERIOR SPANDRE BEAM NOTE: A COMPONENTS AS REQUIRED BY DESIGN DECK SHOWN CONTINUOUS OVER BEAM - WHERE DECK ENDS TERMINATE AT BEAM, AIGN FUTES & PROVIDE 1.5" MIN. BEARING COMPOSITE BEAM 3.5S FOOR DEK 3.5S INTERIOR BEAM NOTE: A COMPONENTS AS REQUIRED BY DESIGN SHRINKAGE CONTRO ATTACHMENT REQUIRED END COSURE SHRINKAGE CONTRO ATTACHMENT REQUIRED END COSURE 3.5S FOOR DEK Z-COSURE 3.5S FOOR DEK 1.5" MIN. BEARING COMPOSITE BEAM META INSUATION CAP OVER ACOUSTICA INSUATION BATT OVER NON-CORROSIVE SPACER Z-COSURE 3.5S ACOUSTICA FOOR DEK 1.5" MIN. BEARING COMPOSITE BEAM 3.5S INTERIOR CHANGE IN DEK DIRECTION NOTE: A COMPONENTS AS REQUIRED BY DESIGN 3.5S INTERIOR CHANGE IN DEK DIRECTION NOTE: A COMPONENTS AS REQUIRED BY DESIGN SHRINKAGE CONTRO ATTACHMENT REQUIRED END COSURE REBAR TIES SHRINKAGE CONTRO Versa-Dek COMPOSITE 3.5S FOOR DEK 3.5S FOOR DEK 1.5" MIN. BEARING POUR STOP - ATERNATE FORMING METHODS ACCEPTABE Z-COSURE COD-FORMED STEE BEARING WA REINFORCED MASONRY WA 3.5S FOOR DEK 3.5S INTERIOR COD-FORMED STEE BEARING CHANGE IN DEK DIRECTION NOTE: A COMPONENTS AS REQUIRED BY DESIGN 3.5S REINFORCED MASONRY EXTERIOR WA NOTE: A COMPONENTS AS REQUIRED BY DESIGN Questions about Versa-Dek Composite 3.5S, call DEK-DSGN 5

6 Versa-Dek Composite 3.5S STRUCTUR A PERFORMANCE (1) Span Guide for 2-Hr. Restrained Fire-Rated Floor Assemblies Span Slab Design Normal Weight Concrete (NWT) Application/Superimposed Service oads (2) 40 PSF + 25 PSF D Versa-Dek Composite 3.5S w/ 2 1 /4 NWT Concrete Topping (Total Depth: 5 3 / 4 ) NWT (145 PCF), f c = 3000 PSI, Slab Weight: 58.9 PSF, Volume: 1.50 CY/100SF 20GA (3.33 PSF) 18GA (4.40 PSF) 16GA (5.54 PSF) UN UN UN Two Rows Two Rows (3) (3) 21-0 (3) (3) 21-6 (3) Classrooms/Hospital Patient Rooms 1,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 40 PSF + 20 PSF D (3) (3) 20-7 (3) (3) 21-3 (3) 2,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 50 PSF + 20 PSF D (3) (3) 19-6 (3) (3) 21-0 (3) 100 PSF + 10 PSF D (3) (3) 16-9 (3) 17-6 (3) 14-8 (3) 17-6 (3) 18-3 (3) 2-Span Continuous Slab Design Normal Weight Concrete (NWT) Application/Superimposed Service oads (2) 40 PSF + 25 PSF D Versa-Dek Composite 3.5S w/ 2 1 /4 NWT Concrete Topping (Total Depth: 5 3 /4 ) NWT (145 PCF), f c = 3000 PSI, Slab Weight: 58.9 PSF, Volume: 1.50 CY/100SF 20GA (3.33 PSF) 21-6 (3) 18GA (4.40 PSF) Two Rows (3) 27-2 (3) 16GA (5.54 PSF) Two Rows 27-0 (3) 28-0 (3) DECK PANE SINGE SPAN SAB - SINGE SPAN DECK Classrooms Hospital Patient Rooms 1,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 40 PSF + 20 PSF D 22-2 (3) 26-3 (3) 27-8 (3) 27-5 (3) 28-0 (3) DECK PANE DECK PANE 2,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 50 PSF + 20 PSF D 20-8 (3) 25-3 (3) 26-6 (3) 26-4 (3) 27-8 (3) SINGE SPAN SAB - SINGE SPAN DECK 1 ROW OF SINGE SPAN SAB - SINGE SPAN DECK 2 ROW OF DECK PANE 100 PSF + 10 PSF D 16-8 (3) (3) 22-3 (3) 23-0 (3) 23-9 (3) SINGE SPAN SAB - DOUBE SPAN DECK NO Span Slab Design ight Weight Concrete (WT) Versa-Dek Composite 3.5S w/ 2 WT Concrete Topping (Total Depth: 5 1 /2 ) WT (110 PCF), f c = 3000 PSI, Slab Weight: 42.4 PSF, Volume: 1.43 CY/100SF DECK PANE NEGATIVE BENDING REINFORCEMENT DECK PANE Application/Superimposed Service oads (2) 20GA (3.33 PSF) UN 18GA (4.40 PSF) UN 16GA (5.54 PSF) UN 2 SPAN CONTINIOUS SAB - SINGE SPAN DECK 1 ROW OF 40 PSF + 25 PSF D (3) 19-4 Classrooms Hospital Patient Rooms 1,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 40 PSF + 20 PSF D DECK PANE NEGATIVE BENDING REINFORCEMENT DECK PANE 2,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 50 PSF + 20 PSF D (3) (3) (3) 2 SPAN CONTINIOUS SAB - SINGE SPAN DECK 2 ROW OF 100 PSF + 10 PSF D (3) (3) 16-9 (3) (1) Slabs designed and tested in accordance with ASCE 3-91 and ANSI/SDI C (2) Contact Metal Dek Group Engineering for design assistance and additional information: DEK-DSGN. (3) Spans noted are limited due to IBC 2006 service loads. All other spans are limited based on construction service load requirements. 6 For more information about span limits, call DEK-DSGN

7 Versa-Dek Composite 3.5S Acoustical STRUCTUR A PERFORMANCE (1) Span Guide for 2-Hr. Restrained Fire-Rated Floor Assemblies Span Slab Design Normal Weight Concrete (NWT) Application/Superimposed Service oads (2) 40 PSF + 25 PSF D Versa-Dek Composite 3.5S Acoustical w/ 3 3 /4 NWT Concrete Topping (Total Depth: 7 1 /4 ) NWT (145 PCF), f c = 3000 PSI, Slab Weight: 65.7 PSF, Volume: 1.68 CY/100SF 20GA (3.33 PSF) 18GA (4.40 PSF) 16GA (5.54 PSF) UN UN UN (3) (3) (3) Classrooms/Hospital Patient Rooms 1,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 40 PSF + 20 PSF D (3) (3) (3) 2,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 50 PSF + 20 PSF D (3) (3) (3) 100 PSF + 10 PSF D (3) 14-4 (3) 17-9 (3) (3) 19-8 (3) 2-Span Continuous Slab Design Normal Weight Concrete (NWT) Application/Superimposed Service oads (2) Versa-Dek Composite 3.5S Acoustical w/ 3 3 /4 NWT Concrete Topping (Total Depth: 7 1 /4 ) NWT (145 PCF), f c = 3000 PSI, Slab Weight: 65.7 PSF, Volume: 1.68 CY/100SF 20GA (3.33 PSF) 18GA (4.40 PSF) 16GA (5.54 PSF) DECK PANE 40 PSF + 25 PSF D (3) 28-0 (3) SINGE SPAN SAB - SINGE SPAN DECK Classrooms Hospital Patient Rooms 1,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 40 PSF + 20 PSF D (3) 28-0 (3) DECK PANE 2,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 50 PSF + 20 PSF D (3) 28-0 (3) SINGE SPAN SAB - SINGE SPAN DECK 1 ROW OF 100 PSF + 10 PSF D 19-3 (3) 20-8 (3) 23-1 (3) DECK PANE SINGE SPAN SAB - DOUBE SPAN DECK NO Span Slab Design ight Weight Concrete (WT) Versa-Dek Composite 3.5S Acoustical w/ 2 1 /2 WT Concrete Topping (Total Depth: 6 ) WT (110 PCF), f c = 3000 PSI, Slab Weight: 38.4 PSF, Volume: 1.29 CY/100SF NEGATIVE BENDING REINFORCEMENT DECK PANE DECK PANE 2 SPAN CONTINIOUS SAB - SINGE SPAN DECK 1 ROW OF Application/Superimposed Service oads (2) 40 PSF + 25 PSF D Classrooms Hospital Patient Rooms 1,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 40 PSF + 20 PSF D 20GA (3.33 PSF) UN GA (4.40 PSF) UN 17-8 (3) GA (5.54 PSF) UN ,000 b. Pt. oad over a 2.5 FT x 2.5 FT area OR 50 PSF + 20 PSF D (3) (3) 19-1 (3) 100 PSF + 10 PSF D (3) (3) 17-3 (3) (1) Slabs designed and tested in accordance with ASCE 3-91 and ANSI/SDI C (2) Contact Metal Dek Group Engineering for design assistance and additional information: DEK-DSGN. (3) Spans noted are limited due to IBC 2006 service loads. All other spans are limited based on construction service load requirements. For more information about span limits, call DEK-DSGN 7

VERSA-DEK COMPOSITE 3.5S w w w. m e t a l d e k. c o m Main Office: 650 Rosewood Drive Columbia, SC 29201 Phone (888) 335-3746 Fax (803) 744-6038 www.metaldek.

8 VERSA-DEK COMPOSITE 3.5S w w w. m e t a l d e k. c o m Main Office: 650 Rosewood Drive Columbia, SC Phone (888) Fax (803) Dek Design Team (888-DEK-DSGN) Contact the Metal Dek Group s Dek Design Team for Versa-Dek Composite 3.5S design assistance and technical information. Visit metaldek.com for 24/7 information about the Metal Dek Group. Manufacturing: Columbia, SC Memphis, TN Terrell, TX Phoenix, AZ Harrisonburg, VA 2009 Metal Dek Group v12.09

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