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COMPOSITE
Concrete/steel
FLOOR SYSTEM
Now you can.
Stay-In-Place-Formwork
No Plywood Required
• Installation is easy and safe
• No shoring required
• Vibration control designed, iVIBE
• Great for in-floor heating
• Allows for polished concrete
• For all support conditions—block,
ICF, LSF, wood, and structural steel
COMPOSITE CONCRETE/STEEL
Stay-in-Place FORMWORK Professional Results
TotalJoist is a patented steel floor joist. With dovetail shaped deck and embossed ribs,
it forms a very strong permanent bond with the concrete poured onto it, and acts as
reinforcement for the slab. Composite TotalJoist combines the benefit of a
strong joist, dovetail deck and concrete, to provide a premium
concrete floor system.
Unique dovetailed steel deck provides a superior mechanical
interlock with the concrete.
Total-LEWIS Deck naturally drives heat upward for in-floor
heating applications, increasing efficiency of heat system.
Provides a solid floor feeling.
FLOOR SYSTEM
2 hr UL/ULC Rating with
only one layer of drywall
Over 45 years of composite
floor experience
LIGHTWEIGHT
50% lighter than typical concrete floors
LIGHTER MATERIALS
• Less weight = Less force
• Smaller foundation & supporting structure
• Less money
• Less construction time
HEAVIER MATERIALS
• Increased weight = More force
• Larger foundation & supporting structure
• More money
• More construction time
Base (3" Slab) with
Fiberglass Batts
STC: 58 IIC: 37
Base (3" Slab) with Fiberglass
Batts and Carpet with Underpad
STC: 58 IIC: 86
Contact iSPAN for UL/ULC Firestop listings regarding penetrations
SOUNDTRANSMISSIONCLASS(STC)
59
45
55
NOISE CONTROL
8" PRECAST
CONCRETE
COMPOSITE TOTALJOIST
WITH 3" CONCRETE
8" REINFORCED
CONCRETE SLAB
COMPOSITE TOTALJOIST
WITH 4" CONCRETE
50
50 STC MINIMUM
REQUIRED BY OBC
51
58 58
59
FLOOR ASSEMBLY
186%
174%
107%
100%
80%
70%
% PERCEIVED
CHANGE IN
SOUND BY A
HUMAN
120%
140%
150%
90%
130%
160%
POOREXCELLENTMARGINALGOOD
STC 58 is 174% as effective as STC 50 in reducing apparent loudness of transmitted noise.
HIGH ACOUSTIC Ratings
PRE-CUT SERVICE HOLES
Run services through the floor, no more bulkheads
HVAC Plumbing
Span Tables
3" Slab Thickness
Joist
Depth
TotalJoist
40 psf Live Load / 15 psf Dead Load 40 psf Live Load / 25 psf Dead Load
24" o.c1
36" o.c1
48" o.c1
24" o.c1
36" o.c1
48" o.c1
8"
8-ic-3 19' 11" 17' 11" 16' 7" 19' 11" 17' 11" 16' 7"
8-ic-4 21' 1" 18' 11" 17' 6" 21' 1" 18' 11" 17' 6"
10"
10-ic-3 22' 9" 20' 4" 18' 9" 22' 9" 20' 4" 18' 9"
10-ic-4 24' 2" 21' 6" 19' 10" 24' 2" 21' 6" 19' 10"
12"
12-ic-3 25' 11" 23' 0" 21' 2" 25' 11" 23' 0" 21' 2"
12-ic-4 27' 7" 24' 6" 22' 6" 27' 7" 24' 6" 22' 6"
14"
14-ic-3 29' 0" 25' 8" 23' 6" 29' 0" 25' 8" 23' 6"
14-ic-4 31' 0" 27' 4" 25' 1" 31' 0" 27' 4" 25' 1"
16"
16-ic-3 32' 3" 28' 4" 25' 11" 32' 3" 28' 5" 25' 11"
16-ic-4 34' 7" 30' 4" 27' 8" 34' 7" 30' 4" 27' 8"
18" 18-ic-4 38' 7" 33' 6" 30' 5" 38' 7" 33' 5" 30' 5"
4" Slab Thickness
Joist
Depth
TotalJoist
40 psf Live Load / 15 psf Dead Load 40 psf Live Load / 25 psf Dead Load
24" o.c1
36" o.c1
48" o.c1
24" o.c1
36" o.c1
48" o.c1
8"
8-ic-3 23' 11" 19' 7" 17' 0" 23' 11" 19' 7" 17' 0"
8-ic-4 25' 8" 21' 11" 19' 0" 25' 8" 21' 11" 19' 0"
10"
10-ic-3 27' 2" 22' 3" 19' 4" 27' 2" 22' 3" 19' 4"
10-ic-4 30' 5" 25' 0" 21' 8" 30' 5" 25' 0" 21' 8"
12"
12-ic-3 30' 6" 25' 0" 21' 9" 30' 6" 25' 0" 21' 9"
12-ic-4 34' 2" 28' 1" 24' 5" 34' 2" 28' 1" 24' 5"
14"
14-ic-3 33' 3" 27' 4" 23' 9" 33' 3" 27' 4" 23' 9"
14-ic-4 37' 4" 30' 9" 26' 9" 37' 4" 30' 9" 26' 9"
16"
16-i-3 35' 10" 29' 5" 25' 7" 35' 10" 29' 5" 25' 7"
16-i-4 40' 3" 33' 2" 28' 10" 40' 3" 33' 2" 28' 10"
18" 18-i-4 43' 0" 35' 5" 30' 9" 43' 0" 35' 5" 30' 9"
Notes
1. Spans based on the following criteria:
	 a. Strength
	 b. Deflection
		 i.	 Live load deflection limited to L/480
		 ii.	Total load deflection limited to L/240
	 c. Vibration
		 i.	 Peak acceleration of the floor limited to 		
			 0.5% g in accordance with the 			
			 method outlined in AISC Design Guide 11
		 ii. 	Damping ratio of 0.05 assumed (full height partitions)
2. Dead loads shown are superimposed and are in
addition to the self weight of the floor.
iSPAN is a registered trademark of iSPAN Systems LP.
Patents apply and patents pending.
iSPAN Systems LP is a business venture created
by Walters Inc., Supreme Group LP and BJI.
iSPAN Systems LP
PO BOX #442, 70 Brentwood Drive
Princeton, Ontario, Canada N0J 1V0
T 519-458-4222 F 519-458-4460
www.iSPANsystems.com

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iSPAN_CompTJ_US_0115

  • 1. COMPOSITE Concrete/steel FLOOR SYSTEM Now you can. Stay-In-Place-Formwork No Plywood Required
  • 2. • Installation is easy and safe • No shoring required • Vibration control designed, iVIBE • Great for in-floor heating • Allows for polished concrete • For all support conditions—block, ICF, LSF, wood, and structural steel COMPOSITE CONCRETE/STEEL Stay-in-Place FORMWORK Professional Results TotalJoist is a patented steel floor joist. With dovetail shaped deck and embossed ribs, it forms a very strong permanent bond with the concrete poured onto it, and acts as reinforcement for the slab. Composite TotalJoist combines the benefit of a strong joist, dovetail deck and concrete, to provide a premium concrete floor system. Unique dovetailed steel deck provides a superior mechanical interlock with the concrete. Total-LEWIS Deck naturally drives heat upward for in-floor heating applications, increasing efficiency of heat system. Provides a solid floor feeling. FLOOR SYSTEM 2 hr UL/ULC Rating with only one layer of drywall Over 45 years of composite floor experience LIGHTWEIGHT 50% lighter than typical concrete floors LIGHTER MATERIALS • Less weight = Less force • Smaller foundation & supporting structure • Less money • Less construction time HEAVIER MATERIALS • Increased weight = More force • Larger foundation & supporting structure • More money • More construction time
  • 3. Base (3" Slab) with Fiberglass Batts STC: 58 IIC: 37 Base (3" Slab) with Fiberglass Batts and Carpet with Underpad STC: 58 IIC: 86 Contact iSPAN for UL/ULC Firestop listings regarding penetrations SOUNDTRANSMISSIONCLASS(STC) 59 45 55 NOISE CONTROL 8" PRECAST CONCRETE COMPOSITE TOTALJOIST WITH 3" CONCRETE 8" REINFORCED CONCRETE SLAB COMPOSITE TOTALJOIST WITH 4" CONCRETE 50 50 STC MINIMUM REQUIRED BY OBC 51 58 58 59 FLOOR ASSEMBLY 186% 174% 107% 100% 80% 70% % PERCEIVED CHANGE IN SOUND BY A HUMAN 120% 140% 150% 90% 130% 160% POOREXCELLENTMARGINALGOOD STC 58 is 174% as effective as STC 50 in reducing apparent loudness of transmitted noise. HIGH ACOUSTIC Ratings PRE-CUT SERVICE HOLES Run services through the floor, no more bulkheads HVAC Plumbing
  • 4. Span Tables 3" Slab Thickness Joist Depth TotalJoist 40 psf Live Load / 15 psf Dead Load 40 psf Live Load / 25 psf Dead Load 24" o.c1 36" o.c1 48" o.c1 24" o.c1 36" o.c1 48" o.c1 8" 8-ic-3 19' 11" 17' 11" 16' 7" 19' 11" 17' 11" 16' 7" 8-ic-4 21' 1" 18' 11" 17' 6" 21' 1" 18' 11" 17' 6" 10" 10-ic-3 22' 9" 20' 4" 18' 9" 22' 9" 20' 4" 18' 9" 10-ic-4 24' 2" 21' 6" 19' 10" 24' 2" 21' 6" 19' 10" 12" 12-ic-3 25' 11" 23' 0" 21' 2" 25' 11" 23' 0" 21' 2" 12-ic-4 27' 7" 24' 6" 22' 6" 27' 7" 24' 6" 22' 6" 14" 14-ic-3 29' 0" 25' 8" 23' 6" 29' 0" 25' 8" 23' 6" 14-ic-4 31' 0" 27' 4" 25' 1" 31' 0" 27' 4" 25' 1" 16" 16-ic-3 32' 3" 28' 4" 25' 11" 32' 3" 28' 5" 25' 11" 16-ic-4 34' 7" 30' 4" 27' 8" 34' 7" 30' 4" 27' 8" 18" 18-ic-4 38' 7" 33' 6" 30' 5" 38' 7" 33' 5" 30' 5" 4" Slab Thickness Joist Depth TotalJoist 40 psf Live Load / 15 psf Dead Load 40 psf Live Load / 25 psf Dead Load 24" o.c1 36" o.c1 48" o.c1 24" o.c1 36" o.c1 48" o.c1 8" 8-ic-3 23' 11" 19' 7" 17' 0" 23' 11" 19' 7" 17' 0" 8-ic-4 25' 8" 21' 11" 19' 0" 25' 8" 21' 11" 19' 0" 10" 10-ic-3 27' 2" 22' 3" 19' 4" 27' 2" 22' 3" 19' 4" 10-ic-4 30' 5" 25' 0" 21' 8" 30' 5" 25' 0" 21' 8" 12" 12-ic-3 30' 6" 25' 0" 21' 9" 30' 6" 25' 0" 21' 9" 12-ic-4 34' 2" 28' 1" 24' 5" 34' 2" 28' 1" 24' 5" 14" 14-ic-3 33' 3" 27' 4" 23' 9" 33' 3" 27' 4" 23' 9" 14-ic-4 37' 4" 30' 9" 26' 9" 37' 4" 30' 9" 26' 9" 16" 16-i-3 35' 10" 29' 5" 25' 7" 35' 10" 29' 5" 25' 7" 16-i-4 40' 3" 33' 2" 28' 10" 40' 3" 33' 2" 28' 10" 18" 18-i-4 43' 0" 35' 5" 30' 9" 43' 0" 35' 5" 30' 9" Notes 1. Spans based on the following criteria: a. Strength b. Deflection i. Live load deflection limited to L/480 ii. Total load deflection limited to L/240 c. Vibration i. Peak acceleration of the floor limited to 0.5% g in accordance with the method outlined in AISC Design Guide 11 ii. Damping ratio of 0.05 assumed (full height partitions) 2. Dead loads shown are superimposed and are in addition to the self weight of the floor. iSPAN is a registered trademark of iSPAN Systems LP. Patents apply and patents pending. iSPAN Systems LP is a business venture created by Walters Inc., Supreme Group LP and BJI. iSPAN Systems LP PO BOX #442, 70 Brentwood Drive Princeton, Ontario, Canada N0J 1V0 T 519-458-4222 F 519-458-4460 www.iSPANsystems.com