Outdoor Floor System® Structural Deck Platforms | Elevated Deck Supports | Stone-Tile Adhesives

PK84

Rooftop access wide span deck for high-wind with glue-down surface material

PK84 Package Quote

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Surface materials

S1 - Thin Gauge Tile

S2 - Thin Gauge Stone

1/16” EP41 Shim

1/32” EP44 Shim Pad

Pack

Is adhesive Weld-Tite 2-part adhesive required to bond small cut EP01 Deck Planks to full pieces?

Is adhesive Weld-Tite 2-part adhesive required to bond EP01 Deck Planks edge-to edge?

Is adhesive Weld-Tite adhesive required to bond GX01 Deck Planks edge-to edge?

Which adhesive?

GX09: tape bond

PT02: 2-part

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What edges will you bond?

30”L of Deck Plank

24”W of Deck Plank

30”L and 24”W direction

What edges will you bond?

48”L perpendicular to joist only

Both 48”L and 30”W direction

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DELIVERY CONDITIONS :
Group 1 : *

RESIDENTIAL single family multifamily

COMMERCIAL building-business

JOBSITE active commercial construction

Group 2 : *

Lift-gate at delivery

Commercial dock

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PK84 Details

A high-wind¹ interlocked rooftop deck requiring access or removable panels, typically on pedestals but here using 24” or 30" O.C. spans on 4x or 2x framing or a superstructure overlaid with a structural Deck Plank secured to framing with a supporting pin plate, screwed to framing, surfaced with thin gauge stone or porcelain tile, glue-bonded² to the structural Deck Plank, and the completed assembly weighing <15 lbs/sf.

Ultimate Load • >10,750 lb/each (5sf)

¹EP46 HW Fastener

²Uses a trowel bond EP11 adhesive

SURFACE MATERIAL BY OTHER. SIZES SHOWN IN VIDEO DO NOT REFLECT USE SIZE. ILLUSTRATION ONLY.

Patent Pend.

PK84 Specifications

Parts:

Optional Parts:

PT02 - Weld-Tite®

Waterproof: yes

Lightweight: yes

Level: yes

Use Type: residential & commercial

PK84 Applications

A11: Access Deck Removable access panels on framing 24” or 30” O.C. A rooftop living condition in which a superstructure is built over the existing roof structure requiring access through the new rooftop floor for any required maintenance to the primary flat roof and waterproofing.

Surfaces

S1: Thin Gauge Tile 1cm, 3/8”-1/2” uniformly gauged porcelain tile A 3/8”-1/2” porcelain tile material, standard to the flooring industry, and with a surface friction suitable to the use, of any dimension greater than 4” and of any shape or pattern, and that is uniform in thickness and dimension ±1/32”.

S2: Thin Gauge Stone 1cm, 3/8”-1/2” uniformly gauged natural stone tile A 3/8”-1/2” natural stone tile, standard to the flooring industry, and with a surface friction and type suitable to the use and climate conditions, of any dimension greater than 4” and of any shape or pattern, and that is uniform in thickness and dimension ±1/32”.

Conditions

C1: Glue Down Glue bond surface material to structural underlayment. The back of a thin gauge porcelain tile or natural stone is buttered with adhesive to bond the material to the supporting structure ensuring surface strength and stability but no removability.

C4: Removable Surface material and finishes must be removable access. Conditions or elements beneath the finished surface require frequent or occasional attention making it necessary to remove some or all of the surface material for access.

C6: Underlayment Surface material supported by full structural underlayment. The surface material will be placed over a structural panel that adds strength and load transfer from the surface material to the bearing members.

C7: High Wind Uplift wind or hurricane zone requires screw, glue assembly. Season or geographical wind conditions and/or physical height of the assembly above sea level along with architectural conditions, require special assembly considerations.

C8: Seismic Earthquake zone requires secure lateral stability. A seismic zone may require better fixture of assemblies to ensure maximum stability and to reduce load transfers or increases resulting from seismic lateral motion.

C12: Weak Bearing Rooftop has limited or low load conditions. Most old buildings before 1970 were not created for rooftop living conditions and therefor may require special structural considerations.

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