lite-deck stay - owens corning · 2018-02-28 · forms stay in place to reduce job site labor and...

LITE-DECK® INSULATED CONCRETE FORMS

STAY-IN-PLACE FORMSFOR SUPERIOR FLOORS, DECKS AND ROOFS

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Lite-Deck® is a stay-in-place concrete forming system designed as an alternative construction solution to traditional ceiling and decking practices. The system uses the structural principles of reinforced concrete joists combined with the insulation properties of foam insulation. Additionally, unlike conventional cast-in-place concrete forms, Lite-Deck forms stay in place to reduce job site labor and provide permanent insulation.

Designed for reinforced concrete floors, ceilings, decks and roofs, Lite-Deck also integrates seamlessly with Owens Corning Fold-Form® Insulated Concrete Wall Forms, providing a complete building solution for homes, town houses, apartment buildings and commercial structures.

INCREASE COMFORT AND ENERGY EFFICIENCY

FROM TOP TO BOTTOM WITH LITE-DECK®

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CONCRETE SAFE ROOMSEvery year, tornadoes, hurricanes and other extreme windstorms injure and kill people and damage millions of dollars worth of property in the United States. While you should always take all necessary precautions to ensure your personal safety during any extreme weather event a safe room provides peace of mind. More and more people build houses in tornado- and hurricane-prone areas each year, possibly putting themselves into the paths of these storms. Having a shelter or safe room built into the house can help protect a family from injury or death caused by the dangerous forces of extreme winds. It can also relieve some of the anxiety created by the threat of tornadoes or hurricanes.

The Lite-Deck system’s solid, reinforced concrete joists and cover combination is recognized by the Federal Emergency Management Agency (FEMA) to be an effective “envelope of protection against deadly winds when used in combination with reinforced concrete or masonry walls to construct a safe room.”*

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ENERGY-EFFICIENT Produces nominal values of R-30 and more

SECURE Designed to protect during adverse weather

VERSATILE Sloped, gabled and vaulted designs are no problem

QUIET Reduces noise levels that travel between floors

Lite-Deck is the solid concrete alternative for conventional floor and deck applications in homes, town houses or apartment buildings:

Decks and patios

Multistory floors

Earth-covered home roofs

Garage floors

Home or apartment floors

Concealed “safe” ceilings

Lite-Deck can also be used in sloped or gabled roof configurations to create open, vaulted room designs. Use it for strong, insulated crawl spaces too.

RESIDENTIALFEATURES AND BENEFITS

This home features a cantilevered (projecting) concrete deck and a customized perimeter on the Lite-Deck® floor.

A safe room can be designed as:1. A portion of a below-grade

basement2. An above-grade room within

a structure 3. A freestanding shelter on a

concrete pad

* CAUTION: A shelter designed to protect you and your family from a hurricane should not be built in an area expected to be flooded during a hurricane. Residents of these hazardous coastal areas should abide by the warnings of their local emergency services personnel and evacuate to safer ground.”

* Publication No. 320, “Taking Shelter From The Storm: Building A Safe Room Inside Your Home—Construction Plans & Report,” October 1999. For a free copy of this publication, visit the FEMA Web site (www.fema.gov).

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ECONOMICALEliminates the need to strip forms

CONVENIENTRequires less shoring than conventional wood decking systems

FASTBuilt-in attachment rails

DESIGN-FRIENDLYCan be modified to meet virtually any specification

COST-EFFECTIVEReduces maintenance, repair and energy costs

COMMERCIALFEATURES AND BENEFITS

In some applications, Lite-Deck® is combined with engineered steel trusses for cost-effectiveness.

Once concrete has been placed, the lightweight polystyrene forms stay in place to provide high-efficiency insulation.

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DESIGN CHARTS

The design charts can be used to design Lite-Deck spans up to 30 ft. Longer spans can be designed by a licensed structural engineer.

SYSTEM 10+2 Tabulated spans between 8' and 21'10" Lite-Deck® Form2" Concrete Slab

MATERIAL PARAMETERS:Concrete Strength = 3000 psiReinforcement Strength = 60 ksiNormal Weight Concrete = 145 lbs/ft3



FPO

Minimum Reinforcing Steel Required for Given Span

Superimposed 2'–8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21'

Span Condition

Live Load (PSF)

Dead Load Longitudinal Reinforcing

1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#5 1–#6 1–#6

1 & 2 Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6

3+ Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5

1 & 2 Span 100 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 –

3+ Span 100 15 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6


Superimposed 2'–9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25'

Span Condition

Live Load (PSF)


1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#5 2–#6

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 1–#6 2–#5 2–#5

1 & 2 Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7 2–#7

3+ Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6

1 & 2 Span 100 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7 2–#7 –

3+ Span 100 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7

SMALL TYPETINY TYPE

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DESIGN CHARTS






Superimposed 2'–11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30'

Span Condition

Live Load (PSF)


1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#6 2–#6

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#5 2–#6 2–#6

1 & 2 Span 80 15 1–#4 1–#4 1–#5 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7 2–#7 2–#7 2–#7 –

3+ Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#6 2–#7 2–#7

1 & 2 Span 100 15 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#6 2–#7 2–#7 2–#7 – – –

3+ Span 100 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#6 2–#7 2–#7 2–#7


Superimposed 2'–8' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26'

Span Condition

Live Load (PSF)


1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5

1 & 2 Span 80 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 – –

3+ Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6

1 & 2 Span 100 15 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 – – –

3+ Span 100 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#6

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DESIGN CHARTS






Superimposed 2'–8' 9' 10' 11' 12' 13' 14' 15' 16' 17'

Span Condition

Live Load (PSF)


1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5

1 & 2 Span 80 15 1–#4 1–#5 1–#5 1–#6 2–#5 2–#5 2–#6 – – –

3+ Span 80 15 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6 –

1 & 2 Span 100 15 1–#5 1–#5 1–#6 1–#6 2–#5 2–#6 – – – –

3+ Span 100 15 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6 – –


Superimposed 2'–8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21'

Span Condition

Live Load (PSF)


1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#5

1 & 2 Span 80 15 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7 – –

3+ Span 80 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7

1 & 2 Span 100 15 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#6 2–#6 2–#7 2–#7 – – –

3+ Span 100 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6 2–#6 2–#7 2–#7 –

SMALL TYPETINY TYPE

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DESIGN CHARTS






Superimposed 2'–8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19'

Span Condition

Live Load (PSF)


1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6

1 & 2 Span 80 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6 2–#6 –

3+ Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#6

1 & 2 Span 100 15 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#6 2–#6 – –

3+ Span 100 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 1–#6 2–#5 2–#5 2–#6 2–#6


Superimposed 2'–8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23'

Span Condition

Live Load (PSF)


1 & 2 Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6

3+ Span 40 10 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 1–#6 1–#6 2–#5 2–#5

1 & 2 Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7 2–#7

3+ Span 80 15 1–#4 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6

1 & 2 Span 100 15 1–#4 1–#4 1–#4 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#7 2–#7 2–#7 –

3+ Span 100 15 1–#4 1–#4 1–#4 1–#4 1–#5 1–#5 1–#5 1–#6 1–#6 2–#5 2–#5 2–#5 2–#6 2–#6 2–#6 2–#7

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DESIGN CHARTS

PROJECT SAFETY AND PERFORMANCEShoring and Bracing—Installer is responsible for the design and correct installation of shoring of form in accordance with the latest ACI (American Concrete Institute) 347R “Guide to Formwork for Concrete,” Design Chapter.

Reinforced Concrete—Installer is responsible for placement of all reinforcing steel in accordance with the latest ACI 318 “Building Code Requirements for Reinforced Concrete” and latest CRSI (Concrete Reinforcing Steel Institute) standards.

Concrete Placement—Installer is responsible for compliance with latest ACI 614 Code (Handling) and AC I301 and 306 Codes for cold- and hot-weather concrete placement. Any variance from ACI or CRSI standards must be certified in advance by a structural engineer who is licensed for the job site’s location and specifications.

CAUTION! The material shown on the charts has been prepared as a general guideline for estimating purposes only. While they are in accord with recognized engineering principles and sound judgment, the charts are not to be used in lieu of job-specific designing provided by a licensed structural engineer, whose requirements shall prevail in all cases. The information disclosed in these charts is subject to approval by the local building code authority or a structural engineer, who is trained and licensed to interpret the information shown. Lite-Form International, nor any of their employees nor representatives, makes any warranty, guarantee or representation, expressed or implied, for the direct or indirect damages arising from the use of the information shown.

DESIGN TABLE NOTES:

1. Design tables are for cost estimating purposes only. Final beam reinforcing to be designed by a licensed design professional in responsible charge.

2. For 1 span condition, longitudinal reinforcing steel only required in bottom of beam.

3. For 2 and 3+ span conditions, longitudinal reinforcing required in both top and bottom of beam.

4. Shaded cells in table reflect need for shear reinforcing in beam. Shear reinforcing to be designed by a licensed design professional in responsible charge.

5. For 2 and 3+ span conditions, center longitudinal reinforcing in bottom of beam at midspan and in top beam at support.

6. Provide 3⁄4" minimum concrete cover to all reinforcing steel for interior exposure. Refer to the latest ACI 318 for minimum clearance for other exposures.

7. Multiple span reinforcing is valid for same length spans only.

SMALL TYPETINY TYPE

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GENERAL SPECIFICATIONS

6" Base Section—1.25-lb. Nominal Density. ASTM C 578 Type VIII Expanded Polystyrene (white). See “Lite-Deck® Insulation Properties” chart for property values.

Top Hat Sections—.7-lb. Nominal Density. ASTM C 578 Type XI Expanded Polystyrene (white). See “Lite-Deck® Insulation Properties” chart for property values.

Stiffeners—18-gauge steel channel, continuous every 12".

Nominal R-value—R-26.4 calculated, 6" Base Section only @ 25ºF

Dimensions—To provide load-bearing strength for a wide range of applications, Base Sections and Top Hats are provided which, when combined, produce full concrete joist depths over 6". A minimum 2" thick cover is required to provide full joist depth for each

application. Base Sections are provided to within 1" of length specified. Top Hat Fillers are provided in 8' lengths.

In buildings where people normally work, reside or assemble, polystyrene concrete forms must be fully protected from the interior of the building by a fire-resistant material such as ½" gypsum board (drywall) or the equivalent.

Use one Top Hat or combine them to produce engineered concrete joists beyond 6" deep.

6" Top Hat

4" Top Hat

2" Top Hat

Trimmed Top Hatat edge of Deck as needed

6" Base Section

4"

PROFILE—TOP HATS

161⁄8"

6"

4"

2"

Also available in 4' “double wide” style.

51⁄8"

PROFILE—6" DEEP SECTION

81⁄16" 6" 81⁄16"24"

6"

6"

5⁄8"

35⁄8" 65⁄16" 2"

101⁄2" 51⁄8"15⁄8"15⁄8"

12"Stud Stud

6"

1" 1"

Beam

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PROPERTY UNITS ASTM TEST METHOD PROPERTIES

Thermal Conductivity “K Factor” @ 75°F BTU•in/hr•ft2•°F C 518 0.26

Thermal Resistance “R-Value”@ 75°F °F•ft2•h/BTU C 518 3.8 (for 1" @ 75ºF)

4.4 (for 1" @ 25ºF)

Compressive Strength, min.(2) psi D 1621 13

Flexural Strength, min.(3) psi C 203 30

Water Vapor Permeance, max. perm. E 96 3.5

Water Absorption, max. % C 272 3

Max. Service Temperature °F – 165

Flame Spread, max. thickness 6"(4) – E 84 <20

Smoke Development(4) – E 84 <300

(1) Per ASTM C 578.

(2) Value at yield or 10%, whichever occurs first.

(3) Value at yield or 5%, whichever occurs first.

(4) These laboratory tests are not intended to describe the hazard presented by this material under actual fire conditions.

GENERAL SPECIFICATIONS

LITE-DECK® INSULATION PROPERTIES(1)

Pub. No. 1004162. Printed in U.S.A. April 2007. All Rights Reserved. The color PINK is a registered trademark of Owens Corning. ©2007 Owens Corning.

Lite-Deck is a registered trademark of Lite-Form Technologies.Fold-Form is a registered trademark of Lite-Form Technologies.

For the name of your supplier, visit the Lite-Deck® Web site at www.litedeck.com or call 1-800-GET-PINK™.

lite-deck stay - owens corning · 2018-02-28 · forms stay in place to reduce job site labor and...

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