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

PK72

Framed paver access with interlocked paver support

PK72 Package Quote

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Enter Total Square Feet to be surfaced... or Enter Length and Width of each are to be surfaced.

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Surface materials

S3 - Porcelain Paver

S4 - Hard Stone Paver

S5 - Soft Stone Paver

S6 - Concrete Paver

Are micro height adjusting plates required?

YES

1/16” EP41 Shim

1/32” EP44 Shim Pad

Pack

What edges will you bond?

48”L perpendicular to joist only

Both 48”L and 30”W direction

What is Paver L x W (inch) ? *

Include Paver Spacers?

YES

Use this spacer thickness

PT07 – (1x) 1/16”

PT08 – (1x) 3/32”

PT07 – (2x) 1/8”

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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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PK72 Details

An interlocking architectural slab paver as an elevated deck or rooftop superstructure, typically on pedestals but here, placed over 4x or 2x framing² with plates secured to framing, surfaced with span pavers¹ glue-bonded to interlocking plate.

¹Paver weight could be 20-30 lbs/sf

²May require professional engineering

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

Patent Pend.

PK72 Specifications

Parts:

Optional Parts:

Waterproof: yes | no

Lightweight: yes | no

Level: yes

Use Type: residential & commercial

PK72 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

S3: Porcelain Paver 2cm, 3/4” porcelain paver A high span strength, 3/4” porcelain tile material, intended for all exterior applications, of any pattern, and that is uniform in thickness and dimension ±1/32”.

S4: Hard Stone Paver 1”-2 1/2” slab uniformly gauged dense natural stone; Granite, Bluestone, Brazilian Slate A dense, thick-cut natural stone, intended for on-grade use, with very good span strength 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”.

S5: Soft Stone Paver 1”-2 1/2” slab uniformly gauged weak natural stone; Limestone, Sandstone A soft material, thick-cut natural stone, intended for on-grade use, with weak span strength 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”.

S6: Concrete Paver 1”-2 1/2” slab formed concrete stone-like finish A square or rectangle shaped, molded concrete, thick dimension, intended for on-grade use, with very good span strength 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.

C5: Corner Support Surface material supported by pedestals on corners only. The intended or preferred method for supporting the finished surface is with supporting columns or pedestals, transferring and carrying loads from the surface material to the bearing surface.

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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