ENGINEERS

DEEP-DEK®

COMPOSITEA VERSA-FLOOR™ SYSTEM

LONG SPAN COMPOSITE FLOOR SYSTEM

ENGINEERED SOLUTIONS™

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Deep-Dek® Composite* is a long-span composite floor system that spans up to 35-feet. The span ability of the system creates open environments, allowing for unobstructed space design.

Deep-Dek® Composite (DDC) combines the structural advantages of a flat plate slab with the time and cost saving advantages of a permanent form. Shallow depth DDC floors weigh less and install quickly. In-place, serviceability demands for non-combustibility, noise reduction, vibration control and durability are satisfied.

n Eliminates filler beams

n Limits shoring requirements

n Saves weight (as compared to cast-in-place systems)

n Provides core drilling flexibility

n Minimizes floor-to-ceiling heights

n Installs without camber or need for leveling coats

DEEP-DEK® COMPOSITEA VERSA-FLOOR™ SYSTEM

Deep-Dek® Composite

7.625” (194 mm)6.125”

(156 mm)4.625” (117 mm)

* U.S. Patent Numbers: 7,743,446; 7,555,800

For more information about Deep-Dek® Composite and Versa-Floor™ Systems, call 1-888-DEK-DSGN2

DEEP-DEK® 4.5 COMPOSITE DEEP-DEK® 6.0 COMPOSITE DEEP-DEK® 7.5 COMPOSITE

Ideal ForAny Marketn Multi-Story Residentialn Officen Healthcaren Specialty Platforms: Mezzanines,

Podiums, Bridges, Concoursesn Parking Structures

S Y S T E M S

For more information about Deep-Dek® Composite and Versa-Floor™ Systems, call 1-888-DEK-DSGN 3

Panelized Floor Delivery Method™ (PFDM) takes workers off the frame and places them on the ground in safer, more productive surroundings. PFDM options include pre-assembly of DDC panels or in conjunction with a structural steel beam framework.

Sustainability: DDC provides LEED™ Green Building Rating System credits.

Design Assistance: Specialty Engineer of Record services are provided with Deep-Dek® Composite as a Versa-Floor™ system.

Supplemental Steel Reinforcementn Provides negative reinforcement for

continuous span slabsn Controls deflectionn Controls thermal contractionn Reinforces scheduled floor openings

Concrete Cover Optionsn Normal or light-weight concreten Minimum 4,000 PSI concrete

optimizes design

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DEEP-DEK® COMPOSITE

Deep-Dek® Composite Profilesn Permanent galvanized steel form n Provides positive bending

reinforcement of composite slab n Unshored construction spans up to 23’ n In-service spans up to 35’

n Factory closed ends n Eliminates end closures & web stiffeners n Restrains wet concrete

n Dek-Knek® sidelap n Nests & aligns Deep-Dek® panels n Locks to concrete for vertical restraintn Installs individually or preassembled on

ground into panels up to 15’ wide

n Dek-Lok™ sidelap connector n Sheared & folded with Dek-Lok™

HSL Tool n Keys to concrete to resist

horizontal shear

Dek-Lok® connections transfer horizontal shear while theDek-Knek™ resists vertical separation of Dek & concrete.

Dek-Knek® Sidelap with Dek-Lok™ connection

Dek-Lok™ HSL Tool *

n Pneumatic drive tool grips, shears, and folds Dek-Lok™ connection

n Portable and adaptable for field installation or off-site prefabrication

n Provided by Metal Dek Group®

* U.S. Patent No. 7,353,584For more information about Deep-Dek® Composite and Versa-Floor™ Systems, call 1-888-DEK-DSGN4

System Description

Serviceability & Performance

UL FIrE raTIngS

For more information about UL Fire Ratings and Acoustics, call 1-888-DEK-DSGN 5

NWT Concrete Cover (3) Depth

LWT Concrete Cover (3) Depth

RATING (1)

(HOUR)

1 hr

2 hr

41/4 ” (108 mm)

5” (127 mm)

41/4 ” (108 mm)

5” (127 mm)

Unprotected Floor Assemblies (1)

Deep-Dek® Composite is Classified by Underwriters Laboratories Inc.as to properties of product tested only. (548U)

NWT Concrete Cover (3) Depth

LWT Concrete Cover (3) Depth

RATING (2)

(HOUR)

21/2 ” (64 mm) 2” (51 mm)

(1) Unprotected, restrained assembly rating. Reference UL Design D951 & ULc Design F914(2) Protected assembly rating. Reference UL Design D501 & ULc Design D501(3) Total slab depth = height of Deep-Dek® profile + concrete cover

2 hr

Protected Floor Assemblies (2)

Protected & Unprotected

UL D501 UL D951

TM

Serv

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Perfo

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Acoustic Classes

Code Approvals

Vibration

n Sound Transmission Class (STC)n Impact Insulation Class (IIC)

n ICC ES Evaluation Report ESR-2839 n Compliant with 2006 International Building Code (IBC)

n DekVibe™ is a structural analysis tool used to evaluate the vibration characteristics of any Metal Dek Group® (MDG) composite floor assembly.

n Independent testing confirms that Deep-Dek® Composite conforms to established vibration standards of AISC Steel Design Guide Series Eleven (DG-11): Floor Vibrations Due To Human Activity.

n Contact MDG Dek Design Team for DekVibe assistance. Note: Vibration analysis requires a complete description of support elements, DDC assembly and end use of the occupied space making up the entire structural bay under consideration.

3” [ 76.2 mm ]Normal Weight

ConcreteCover

5” [ 127 mm ]Normal Weight

ConcreteCover(5)

ASSEMBLY DESCRIPTION STC IIC

Base System (1) (2)

Base System (3)

54

60

30

34

Base System with Homasote® Comfort Base™ (1) (2) (4)

Base System with Homasote® Comfort Base™ (3) (4)

53

59

53

57

Base System with 36 oz Commercial Grade Carpet (glue down) (2) (5)

Base System with 36 oz Commercial Grade Carpet (glue down) (3)

55

61

69

74(1) Tested at NGC Testing Services, Buffalo, NY(2) Base System: 3” [76.2mm] normal weight concrete over Deep-Dek® Composite; ceiling finished with 1-5/8” [41.3mm] stud furring spaced at 24” [610mm] O.C.

and 1/2” [12.7mm] gypsum board.(3) Base System: 5” [127mm] normal weight concrete over Deep-Dek® Composite; ceiling finished with 1-5/8” [41.3mm] stud furring spaced at 24” [610mm] O.C.

and 1/2” [12.7mm] gypsum board.(4) Homasote® Comfort Base™ is a 1/2” [12.7mm] thicken sound board with engineered ventilation grooves.(5) Estimated assembly performance

For more information about Deep-Dek® Composite and Versa-Floor™ Systems, call 1-888-DEK-DSGN6

aCOUSTICS

2 Hour Protected Fire Rated Assemblies (7) (8) (10) (11)

Application/Superimposed Service Loads (5a) (5b)

Application/Superimposed Service Loads (5a) (5b)

Application/Superimposed Service Loads (5a) (5b)

Residence Units40 PSF LL + 25 PSF DL

Residence Units40 PSF LL + 25 PSF DL

Residence Units40 PSF LL + 25 PSF DL

Public Areas100 PSF LL + 10 PSF DL

Public Areas100 PSF LL + 10 PSF DL

Public Areas100 PSF LL + 10 PSF DL

3-1/2 | 8-1/865.0 | 1.55

18 GA#6@12oc

3-1/2 | 8-1/865.0 | 1.55

18 GA#6@6oc

3-3/4 | 8-3/867.9 | 1.63

18 GA#6@6oc

2-1/2 | 10-1/864.7 | 1.52

18 GA#6@8oc

3 | 9-1/863.9 | 1.54

20 GA#5@8oc

3 | 9-1/863.9 | 1.54

20 GA#6@10oc

4-3/4 | 9-3/880.1 | 1.94

18 GA#6@6oc

4 | 11-5/882.8 | 1.99

18 GA#6@6oc

3-7/8 | 1075.5 | 1.81

18 GA#6@6oc

2-1/2 | 7-1/852.9 | 1.25

18 GAn/a

2-1/2 | 10-1/863.5 | 1.52

20 GAn/a

2-1/2 | 10-1/863.5 | 1.52

20 GA#5@6oc

2-1/2 | 8-5/857.9 | 1.39

20 GAn/a

2-1/2 | 8-5/857.9 | 1.39

20 GAn/a

2-1/2 | 8-5/857.9 | 1.39

20 GA#5@6oc

3-1/8 | 7-3/459.4 | 1.44

20 GA#5@10oc

2-7/8 | 7-1/256.4 | 1.36

20 GA#5@12oc

2-1/2 | 7-1/854.0 | 1.25

16 GAn/a

2-1/2 | 10-1/867.6 | 1.52

14 GAn/a

2-1/2 | 8-5/860.2 | 1.39

20 GAn/a

2-1/2 | 7-1/851.9 | 1.25

20 GAn/a

2-1/2 | 10-1/864.7 | 1.52

18 GAn/a

2-1/2 | 8-5/857.9 | 1.39

20 GAn/a

3-1/2 | 8-1/864.9 | 1.55

18 GA#6@6oc

3 | 9-1/863.9 | 1.54

20 GA#6@8oc

2-1/2 | 7-1/854.0 | 1.25

16 GAn/a

2-1/2 | 10-1/867.6 | 1.52

14 GAn/a

2-1/2 | 8-5/860.2 | 1.39

16 GAn/a

3-1/8 | 7-3/459.4 | 1.44

20 GA#5@6oc

3-1/8 | 10-3/472.2 | 1.72

18 GA#6@8oc

3-1/2 | 10-3/472.2 | 1.72

18 GA#6@8oc

2-1/2 | 7-1/851.9 | 1.25

20 GAn/a

2-1/2 | 10-1/864.7 | 1.52

18 GAn/a

2-1/2 | 8-5/857.9 | 1.39

20 GAn/a

2-1/2 | 10-1/864.7 | 1.52

18 GA#6@6oc

3-1/4 | 9-3/868.0 | 1.62

20 GA#6@10oc

5-5/8 | 10-1/490.6 | 2.21

18GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

4-3/4 | 10-7/886.1 | 2.08

18 GA#6@6oc

6-5/8 | 11-1/4103 | 2.52

18 GA#6@6oc

5-3/4 | 11-7/898.2 | 2.39

18 GA#6@6oc

2-1/2 | 7-1/852.9 | 1.25

18 GAn/a

2-1/2 | 7-1/851.9 | 1.25

20 GAn/a

2-1/2 | 7-1/851.9 | 1.25

20 GAn/a

2-1/2 | 10-1/863.5 | 1.52

20 GAn/a

2-1/2 | 10-1/863.5 | 1.52

20 GA#5@12oc

2-1/2 | 10-1/863.5 | 1.52

20 GA#6@12oc

2-1/2 | 10-1/863.5 | 1.52

20 GA#6@12oc

2-1/2 | 10-1/863.5 | 1.52

20 GA#6@10oc

2-1/2 | 8-5/857.9 | 1.39

20 GAn/a

2-1/2 | 8-5/857.9 | 1.39

20 GA#5@12oc

2-1/2 | 8-5/857.9 | 1.39

20 GAn/a

2-1/2 | 8-5/857.9 | 1.39

20 GA#5@8oc

Unshored

Unshored

Unshored

One (1) Row of Shoring at Deck Mid-Span

One (1) Row of Shoring at Deck Mid-Span

One (1) Row of Shoring at Deck Mid-Span

Span Guides | Protected Assem

blies

Protected Fire Rated AssembliesSPan gUIDES

17 FT

19 FT

15 FT

17 FT

23 FT

25 FT

19 FT

21 FT

27 FT 29 FT

29 FT

17 FT

19 FT

25 FT

27 FT

21 FT

23 FT 31 FT

Deep-Dek® 4.5 Composite (Normal Weight Concrete 145 PCF)

Deep-Dek® 7.5 Composite (Normal Weight Concrete 145 PCF)

Deep-Dek® 6 Composite (Normal Weight Concrete 145 PCF)

23 FT21 FT 29 FT25 FT 33 FT23 FT 31 FT27 FT 35 FT

(1) Designs assume deck panels installed as single sheets spanning support-to-support (not continuous over support). Contact MDG Dek Design Team (DDT) for design assistance of continuous deck span applications.

(2) Construction (non-composite) phase design per ANSI/SDI C1.0-2006. Superimposed construction phase loading: uniform 20 PSF or concentrated 150 LB/FT of deck width.

(3) When required, line shoring shall be placed at mid-span of deck sheets. Shoring beam width = 4 in. minimum.(4) Deck supplied with stiffened factory closed ends. Minimum end bearing width = 2 in. Deck sections requiring field

cut ends (e.g. skew cuts, etc.) shall be reviewed by MDG-DDT and reinforced if required. Contact MDG-DDT for design assistance.

(5a) Single Span Slab design: Concrete compressive strength, f’c = 4000 PSI. Provide slab reinforcement for control crack over supports. Contact MDG-DDT for design assistance.

(5b) Two (2) Span Continuous Slab design: Concrete, f’c = 4000 PSI. Spans shall be approximately equal length with the larger of the two adjacent spans not greater than the shorter by more than 20% (per ACI 318-02/ 8.3.3b). Minimum negative bending reinforcement (ASTM A615 Gr60) shall be provided for slab continuity as noted. Install top of bars 3/4 in. below top of slab.

(5c) Same as Note 5b except: Concrete f’c = 5000 PSI (per ACI 318-08/ 4.2.2. Install top of No. 5 bars 1-1/2 in. below top of slab; No. 6 bars 2 in. below. (per ACI 318-02/ 7.7.1). Note 5c specifically applies to Parking Structures. Special consideration shall be given to the influence of environmental conditions on system performance. Con-siderations include minimizing surface crack widths over supports, placement of control joints, concrete & rebar surface coatings and concrete admixtures. The longevity of the deck surfaces shall be determined by Versa-Steel

factory applied coatings. Contact MDG-DDT for design assistance.(5d) Three (3) Span Continuous Slab design: Concrete, f’c = 4000 PSI. Note 5d specifically applies to Light Ware-

house / Wholesale Stores. Spans shall be approximately equal length with the larger of the two adjacent spans not greater than the shorter by more than 20% (per ACI 318-02/ 8.3.3b). Minimum negative bending reinforcement shall be provided for slab continuity as noted. Install top of bars 3/4 in. below top of slab.

(6) Designs based on application of concentrated (Pt.) load or uniform LL + uniform superimposed DL resulting in greatest effect (per IBC06 1607.10). Concentrated loads (per IBC 2006 Table 1607.1) applied per IBC 2006 1607.4 and analyzed per SDI Composite Deck Design Handbook 1997.

(7) Service stage slab designs are based on these limit states: Deck yielding, concrete failure, shear-bond, instanta-neous deflection and negative bending capacity (where applicable).

(8) Service stage superimposed load deflection limits: L/240 total load and L/360 live load only (per IBC 2006 Table 1604.3).

(9) Slab reinforcement with compression steel may be required to meet long-term deflection (LTD) service limits. Designs requiring LTD reinforcement noted above. Contact MDG DDT for design assistance.

(10) Temperature/shrinkage slab reinforcement, full field: Welded wire fabric (WWF) or equivalent fiber reinforced concrete (per ANSI/SDI C1.0-2006).

(11) Protected composite slab assembly per UL D501 & ULc D501.(12) Unprotected composite slab assembly per UL D951 & ULc F914.

For more information about span limits, call 1-888-DEK-DSGN 7

Concrete Cover | Total DepthTotal Weight | Concrete Volume

GaugeNegative Rebar Size & Spacing

SPAN LENGTH

SHORING CONDITION

Span length evaluatedShoring required based on concrete depth and deck gauge defined

Concrete cover (IN.) | Total system depth (IN.)Total system weight (deck+concrete) (PSF) | Concrete volume (CY/100SF)Deck gauge analyzedNegative bending reinforced for continuous slab design

UL D501

(9)

(9)

(9) (9)

(9)

(9)

SPan gUIDESUnprotected Fire Rated Assemblies

Span

Gui

des

| U

npro

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ssem

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Deep-Dek® 4.5 Composite (Normal Weight Concrete 145 PCF)

Deep-Dek® 6 Composite (Normal Weight Concrete 145 PCF)

2 Hour Unprotected Fire Rated Assemblies (4) (7) (8) (10) (12)

Application/Superimposed Service Loads

Application/Superimposed Service Loads

Residence Units(5b) & Classrooms(5b) (6)

40 PSF LL + 25 PSF DL or 1000 LB Pt Load over 2.5 FT X 2.5 FT area (classroom only)

Residence Units(5b) & Classrooms(5b) (6)

40 PSF LL + 25 PSF DL or 1000 LB Pt Load over 2.5 FT X 2.5 FT area (classroom only)

Public Access(5b)

100 PSF LL + 10 PSF DL

Public Access(5b)

100 PSF LL + 10 PSF DL

Lt Storage Warehouse &Wholesale Stores (5d) (6)

125 PSF LL or 1000 LB Pt Load over 2.5 FT X 2.5 FT area

Lt Storage Warehouse &Wholesale Stores (5d) (6)

125 PSF LL or 1000 LB Pt Load over 2.5 FT X 2.5 FT area

Passenger Vehicle Parking Structures(5c) (6)

40 PSF LL or 3000 LB Pt Load over 4.5 IN X 4.5 IN area

Passenger Vehicle Parking Structures(5c) (6)

40 PSF LL or 3000 LB Pt Load over 4.5 IN X 4.5 IN area

Office Units(5b) (6)

50 PSF LL + 20 PSF DL or 2000 LB Pt Load over 2.5 FT X 2.5 FT area

Office Units(5b) (6)

50 PSF LL + 20 PSF DL or 2000 LB Pt Load over 2.5 FT X 2.5 FT area

5-1/2 | 10-1/889.1 | 2.17

18 GA#6@6oc

6-1/8 | 10-3/496.7 | 2.36

18 GA#6@6oc

6-1/8 | 10-3/496.7 | 2.36

18 GA#6@6oc

5-1/4 | 9-7/886.1 | 2.09

18 GA#5@6oc

5-3/4 | 10-3/892.1 | 2.25

18 GA#7@6oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#7@6oc

6 | 10-5/895.1 | 2.33

18 GA#6@6oc

5-1/4 | 9-7/886.1 | 2.09

18 GA#6@6oc

5-5/8 | 10-1/490.6 | 2.21

18 GA#6@6oc

5-5/8 | 10-1/490.6 | 2.21

18 GA#6@6oc

5 | 9-5/883 | 2.02

18 GA#5@6oc

5 | 11-1/889.1 | 2.16

18 GA#5@6oc

5 | 11-1/889.1 | 2.16

18 GA#5@6oc

5 | 11-1/889.1 | 2.16

18 GA#5@6oc

5-5/8 | 10-1/490.6 | 2.21

18 GA#6@6oc

5-1/4 | 9-7/886.1 | 2.09

18 GA#6@8oc

6-1/8 | 10-5/897.7 | 2.36

18 GA#6@6oc

6-5/8 | 11-1/4103 | 2.52

18 GA#6@6oc

5-1/4 | 11-3/892.1 | 2.24

18 GA#6@6oc

6-1/2 | 11-1/8101 | 2.48

18 GA#6@6oc

5-1/4 | 11-3/892.1 | 2.24

18 GA#6@6oc

5-1/2 | 10-1/889.1 | 2.17

18 GA#5@6oc

5-3/4 | 10-3/892.1 | 2.25

18 GA#7@6oc

5 | 11-1/889.1 | 2.16

18 GA#6@6oc

5 | 11-1/889.1 | 2.16

18 GA#7@6oc

7 | 11-5/8102 | 2.48

16 GA#6@6oc

5-1/2 | 11-5/895.2 | 2.31

18 GA#6@6oc

5 | 9-5/883.1 | 2.02

18 GA#5@8oc

5.0 | 9-5/883.1 | 2.02

18 GA#5@6oc

5.0 | 9-5/883.1 | 2.02

18 GA#5@6oc

5.0 | 9-5/883.1 | 2.02

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@12oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@6oc

5 | 9-5/882.1 | 2.02

20 GA#5@8oc

5 | 9-5/882.1 | 2.02

20 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@12oc

5 | 11-1/889.1 | 2.16

18 GA#6@12oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@6oc

5 | 9-5/882.1 | 2.02

20 GA#5@8oc

5 | 9-5/882.1 | 2.02

20 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@12oc

5 | 11-1/889.1 | 2.16

18 GA#6@12oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@6oc

5 | 9-5/883.1 | 2.02

18 GA#6@8oc

5 | 9-5/883.1 | 2.02

18 GA#5@6oc

5-1/4 | 9-7/886.1 | 2.09

18 GA#6@6oc

5-1/4 | 9-7/886.1 | 2.09

18 GA#6@8oc

5 | 9-5/883.1 | 2.02

18 GA#6@10oc

5 | 9-5/883.1 | 2.02

18 GA#6@10oc

5 | 9-5/883.1 | 2.02

18 GA#6@8oc

5 | 11-1/889.1 | 2.16

18 GA#5@8oc

5 | 11-1/889.1 | 2.16

18 GA#6@10oc

5 | 11-1/889.1 | 2.16

18 GA#5@6oc

5 | 11-1/889.1 | 2.16

18 GA#5@6oc

5 | 11-1/889.1 | 2.16

18 GA#5@6oc

5 | 11-1/889.1 | 2.16

18 GA#6@6oc

5 | 11-1/889.1 | 2.16

18 GA#6@6oc

One (1) Row of Shoring at Deck Mid-Span

One (1) Row of Shoring at Deck Mid-Span

28 FT 32 FT30 FT 34 FT29 FT 33 FT31 FT 35 FT

23 FT 27 FT25 FT 29 FT24 FT 28 FT26 FT 30 FT

27 FT 31 FT29 FT 33 FT28 FT 32 FT30 FT 34 FT

23 FT 27 FT25 FT 29 FT24 FT 28 FT26 FT 31 FT

For more information about Deep-Dek® Composite and Versa-Floor™ Systems, call 1-888-DEK-DSGN8

Concrete Cover | Total DepthTotal Weight | Concrete Volume

GaugeNegative Rebar Size & Spacing

SPAN LENGTH

SHORING CONDITION

Span length evaluatedShoring required based on concrete depth and deck gauge defined

Concrete cover (IN.) | Total system depth (IN.)Total system weight (deck+concrete) (PSF) | Concrete volume (CY/100SF)Deck gauge analyzedNegative bending reinforced for continuous slab design

(9) (9) (9) (9)

(9) (9) (9) (9)

(9) (9) (9)

(9) (9) (9)

UL D951

See Table Notes on Page 7

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@8oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@8oc

5 | 12-5/894.9 | 2.30

18 GA#5@10oc

5 | 12-5/894.9 | 2.30

18 GA#6@12oc

5 | 12-5/894.9 | 2.30

18 GA#6@12oc

5 | 12-5/894.9 | 2.30

18 GA#6@10oc

5 | 12-5/894.9 | 2.30

18 GA#6@10oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@8oc

5 | 12-5/894.9 | 2.30

18 GA#6@12oc

5 | 12-5/894.9 | 2.30

18 GA#6@12oc

5 | 12-5/894.9 | 2.30

18 GA#5@8oc

5 | 12-5/894.9 | 2.30

18 GA#6@10oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@8oc

5 | 12-5/894.9 | 2.30

18 GA#6@8oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@8oc

5 | 12-5/894.9 | 2.30

18 GA#6@10oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@8oc

5 | 12-5/894.9 | 2.30

18 GA#6@10oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#5@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

5 | 12-5/894.9 | 2.30

18 GA#6@6oc

(9)

Deep-Dek® 7.5 Composite (Normal Weight Concrete 145 PCF)

2 Hour Unprotected Fire Rated Assemblies(7) (8) (10) (12)

Vibrations analysis not included. DekVibe™ analysis requires a complete description of the support elements and DDC assembly comprising the structural bay under consideration.Contact MDG DDT for design assistance using our DekVibe™ software.

Application/Superimposed Service Loads

Residence Units(5b) & Classrooms(5b) (6)

40 PSF LL + 25 PSF DL or 1000 LB Pt Load over 2.5 FT X 2.5 FT area (classroom only)

Public Access(5b)

100 PSF LL + 10 PSF DL

Lt Storage Warehouse &Wholesale Stores (5d) (6)

125 PSF LL or 1000 LB Pt Load over 2.5 FT X 2.5 FT area

Passenger Vehicle Parking Structures(5c) (6)

40 PSF LL or 3000 LB Pt Load over 4.5 IN X 4.5 IN area

Office Units(5b) (6)

50 PSF LL + 20 PSF DL or 2000 LB Pt Load over 2.5 FT X 2.5 FT area

One (1) Row of Shoring at Deck Mid-Span

28 FT 32 FT30 FT 34 FT29 FT 33 FT31 FT 35 FT

26 FT 30 FT28 FT 32 FT27 FT 31 FT29 FT 33 FT

Span Guides | Unprotected Assem

blies

5

Unprotected Fire Rated AssembliesSPan gUIDES

TM

For more information about span limits, call 1-888-DEK-DSGN 9

Concrete Cover | Total DepthTotal Weight | Concrete Volume

GaugeNegative Rebar Size & Spacing

SPAN LENGTH

SHORING CONDITION

Span length evaluatedShoring required based on concrete depth and deck gauge defined

Concrete cover (IN.) | Total system depth (IN.)Total system weight (deck+concrete) (PSF) | Concrete volume (CY/100SF)Deck gauge analyzedNegative bending reinforced for continuous slab design

UL D951

See Table Notes on Page 7

rEnDErIngS

Dee

p-D

ek® C

ompo

site

| R

ende

rings

For more information about Deep-Dek® Composite and Versa-Floor™ Systems, call 1-888-DEK-DSGN10

At Spandrel Beam

At Diversakore Versa:T: Interior Beam

At Flush Spandrel Beam

At Diversakore Versa:T: Edge Beam

At Interior Bearing

At Up-Turned Interior Beam

Ceilings & Accessories

Acoustical Insulationand Lath

Dek-Strut™Support

RemovableAccess Panel

Klean Line-R™

Cellular Panel

Versa-Steel® Coatingson exposed option.

Unexposed option

For more information about ceiling options and accessories, call 1-888-DEK-DSGN 11

Unexposed Options

Exposed Options

Accessories

CEILIngS & aCCESSOrIES

Deep-Dek® Composite is compatible with conventional furred drywall and suspended ceiling applications.n Dek cavity creates a chaseway to recess: n Plumbing & conduit feeders n Fixture housings n HVAC ducts

Versa-Steel® Painted Metal Systemsn Versa-Cote™ – Primer systemsn Versa-Clad™ and Versa-Shield™ – Finished paint systems

Versa-Steel® Advantagesn Standardized specificationsn Uniform factory-applied coatingsn Consistent color

n Dek-Strut™ Supportn Klean Line-R Cellular Panel with insulation and lath n Noise Reduction Coefficient (NRC) of 1.00n Klean Line-R removable access panel n Conceals sprinkler lines and wiring/conduit

* Dek-Strut: U.S. Patent Pending

*

Main Office: 650 Rosewood Drive • Columbia, SC 29201

Phone (888) 335-3746 • Fax (803) 744-6038

www.metaldek.com

Manufacturing: Columbia, SC • Memphis, TN • Terrell, TX • Phoenix, AZ • Harrisonburg, VA

Versa-Floor, Dek-Strut, Dek-Knek, Versa-Cote, Versa-Clad, Versa-Shield, are trademarks of CSi®. Metal Dek Group and Deep-Dek are registered trademarks of CSi®.

©2011 Metal Dek Group v10.11

Dek Design Team® (888-DEK-DSGN)Contact the Metal Dek Group’s Dek Design Team® for design assistance and technical information regarding Versa-Floor™ Systems. Visit metaldek.com for 24/7 information about the Metal Dek Group.

DEEP-DEK ®

COMPOSITEA VERSA-FLOOR™ SYSTEM

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