Upload
others
View
7
Download
0
Embed Size (px)
Citation preview
S C O T T S Y S T E M
Since 1969, Scott System continues to revolutionize the art of architectural design with its unique brick inlay systems and concrete textures. From highway sound walls to bridges, schools to parking decks and many other residential and commercial applications, Scott System form liners and brick inlay systems are utilized worldwide to create architectural masterpieces.
�
Scott System Form LinersA “Perfect Fit” for Beautiful Infrastructure
Scott System form liners hide panel abutments through engineered and artistic design functions, turning a series of concrete panels into beautiful works of art.
Once cast with Scott’s elastomeric form liners, concrete panels match up, creating a series of panels that come together to form sound/retaining walls, parking garages, bridges, government buildings, churches, hospitals, sports facilities, and retail or residential projects.
Because of the elastomeric strength, Scott System form liners can be used 100 times or more with variation through pre-engineered design, allowing for certain textures to be rotated or inverted.
Finger Joints hide abutments by using an interlocking pattern that can invert 180 degrees.
Side-to-Side Joints, generally used with smooth flutes, allow for a smooth transition from one panel to the next with slight variation when using a 180 degree rotation. Every effort is made to form a smooth finish that match-casts the flutes so that rubber meets rubber, creating a tight fit.
Universal/Common Joints are unique in that textures on panels match up on both the tops and bottoms with varying degrees of rotation. Using a pattern drawing, panels can be mixed and matched.
Random Joints allows panels to abut at various different locations, intentionally forming a division that breaks up the flow of textures and shadowing. Panels can be stacked top-to-bottom or side-to-side.
R R
R R
This symbol is shown in the catalog along with patterns that may be installed in any orientation.
StoneRocky Mountain
Flagstone . . . . . . . . .23⁄4” Random Stone . . . . .3
Oregon Basalt . . . . . . . .4
Rugged Flagstone . . . . .4
Chiseled Limestone . . . .5
Alpine Stone . . . . . . . . .5
Pennsylvania Stone . . . .5
Teton Dry Stack . . . . . .6
Fence Stone . . . . . . . . .7
Black Hawk Dry Stack . .8
Split Face Rock . . . . . . .9
Ashlar Stone . . . . . . . . 10
Tucson River Rock . . . . 11
River Rock . . . . . . . . . 12
Field Stone . . . . . . . . . 12
FracturedCleveland Flute . . . . . . 13
Brown and Root . . . . . 14
Brown and Root
Modified . . . . . . . . . 14
Colorado Drag
Aggregate . . . . . . . 14
St. Mary’s . . . . . . . . . . 15
Fractured Rope . . . . . . 16
Standard Fractured Fin 17
Small Fractured
Trapezoid . . . . . . . . 17
Hawaiian Fractured Fin . 18
Florida Fractured Fin . . 19
Fractured Granite . . . .20
Stone Ground
Fractured Granite . . 21
Phoenix Limestone . . . .22
Low ProfileSandblast . . . . . . . . . .23
Broom Finish . . . . . . . .24
Stucco . . . . . . . . . . . .24
Wormy Plaster . . . . . .24
Bush Hammer . . . . . . .25
Brick and BlockSplit Face Block . . . . . .26
Wire Cut Brick . . . . . . .26
Rough Brick . . . . . . . .26
Old Brick . . . . . . . . . . .27
Brick Gasket Liner . . . .28
Rim Snap . . . . . . . .29
Fluted1⁄2” Fluted Fin . . . . . . . .333⁄4” Fluted Fin . . . . . . . .33
1” Fluted Fin . . . . . . . .33
Striated . . . . . . . . . . .34
Large Striated . . . . . . .341⁄2” Sine Wave . . . . . . .34
Colorado Random
Reveal . . . . . . . . . .35
11⁄2” Fluted Fin . . . . . . .36
Wave 23⁄4” o.c. . . . . . . .37
Wave 2” o.c. . . . . . . . .37
Corrugated . . . . . . . . .37
Large Corrugated . . . .38
Grave Stake . . . . . . . .38
Wood3” Cedar . . . . . . . . . . .39
Extra Rough Sawn . . . .39
Barn Wood . . . . . . . . .40
Shake Shingle . . . . . . .40
1” Grape Stake . . . . . .40
Cedar Stake . . . . . . . . 41
V.L.G. . . . . . . . . . . . . . 41
V.L.G. Tulsa . . . . . . . . .42
Shiplap (Textured) . . . .42
Shiplap (Smooth) . . . . .42
Art . . . . . . . . . . . . . .43
Inside the front cover: Concrete bird and willows featured in the San Tomas Aquino/Saratoga Creek Trail retaining wall in Santa Clara, CA. Artist: Linda Patterson
Table of Contents
Ashlar panels abut, creating vertical and horizontal joints. To the passerby, what appears to be a wall is actually a series of concrete panels coming together with Scott form liner. Can you see the panel joints?
A Trick of the Eye...
Renderings by Hawkins Partners, Inc.
� �
Stone
�60B Rugged Flagstone
Joint: RandomUnit Size: 4’w x �0’h
R R
R R
Random Bond
1/2 max. relief
�77 �⁄4” Random Stone
Joint: RandomUnit Size: 5’w x 8’h
R R
R R
Random Bond
3/4 relief
“Gateway to the Cascades,” Issaquah, WA (#177 3⁄4” Random Stone)
Stone
�60 Rocky Mountain Flagstone
Joint: Random
Unit Size: 4’w x �0’h
R R
R R
Random Bond
1/4 max. relief
Charles Schwab building, Denver, CO. (#160 Rocky Mountain Flagstone)
4 5
Stone
�74 Pennsylvania Stone
Joint: UniversalUnit Size: 8’w x 4’h
5/8 relief
�8� Alpine Stone
Joint: Finger JointUnit Size: �0’w x 4’h
1 relief
�66A Chiseled Limestone
11/4 max. relief
B
Joint: RandomUnit Size: 4’w x �0’h
R R
R R
Random Bond
3/4 max. relief
A
Stone
�75 Oregon Basalt
Joint: Side-to-Side
Unit Size: �’w x �0’h
2 max. relief
“Spaghetti Bowl,” Las Vegas, NV (#160 Rocky Mountain Flagstone and #175 Oregon Basalt)
7
Stone
�9� Fence Stone
Joint: Finger JointUnit Size: �0’ x 4’
1 max. relief
Opposite: Lakewood, CO (#189 Teton Dry Stack); Above: Oswego, IL (#192 Fence Stone)
Stone
�89 Teton Dry Stack
Joint: UniversalUnit Size:
�0’w x 4’h
1 relief
8 9
Stone
�59 Split Face Rock
Joint: Finger JointUnit Size: ��’w x 4’h
1/2 relief
Arvada, CO (#159 Split Face Rock)
Stone
�85 Black Hawk Dry Stack
Joint: UniversalUnit Size:
�0’w x 4’h
11/2 max. relief
Black Hawk, CO (#185 Black Hawk Dry Stack)
��
Stone
�87 Tucson River Rock
Joint: UniversalUnit Size: 8’w x 4’h
11/2 relief
Opposite: Arvada, CO (#167C Ashlar Stone); Above: Tucson, AZ (#187 Tucson River Rock)
Stone
�67 Ashlar Stone
11/4 relief
C
Joint: UniversalUnit Size:
�0’w x 4’h
13/4 relief
E
3/4 relief
A
��
Fractured
�0� Cleveland Flute
Joint: Side-to-SideUnit Size: 4’w x �0’h �’w x �0’h
13/4 relief
3” o.c.
Stone
�7� Field Stone
Joint: UniversalUnit Size:
�0’w x 4’h
1 max. relief
�7� River Rock
Joint: UniversalUnit Size:
�0’w x 4’h
1 max. relief
(#173 Field Stone)
Opposite: Cleveland, OH (#101 Cleveland Flute)
�4 �5
Fractured
�46 St. Mary’s
Joint: Side-to-SideUnit Size: 4’w x �0’h �’w x �0’h
11/4 relief
Morgan City, LA (#146 St. Mary’s Fractured Fin with graphic inlays)
2” o.c.
Fractured
�45 Colorado Drag Aggregate
Joint: Side-to-Side
Unit Size: 5’w x ��’h
11/2 relief
�40 Brown and Root Modified
Joint: Side-to-Side
Unit Size: 4’w x �0’h �’w x �0’h
1 relief
��9A Brown and Root
Joint: Side-to-Side
Unit Size: 4’w x �0’h �’w x �0’h
11/2 relief
2” o.c.
2” o.c.
�6 �7
Fractured
�49 Small Fractured Trapezoid
Joint: Side-to-SideUnit Size: 4’w x �0’h �’w x �0’h
1/2 relief
�09 Standard Fractured Fin
Joint: Side-to-SideUnit Size: 4’w x �0’h �’w x �0’h
3/4 relief
Littleton, CO (#109 Standard Fractured Fin with graphics)
11⁄2” o.c.
11⁄4” o.c.
Fractured
���A Fractured Rope
Joint: Side-to-Side
Unit Size: 4’w x ��’h
1/2 relief
Chase Bank, Phoenix, AZ (#112A Fractured Rope)
2” o.c.
�9
Fractured
��0B Florida Fractured Fin
Joint: Side-to-SideUnit Size: 4’w x �0’h �’w x �0’h
1 relief
Opposite: Municipal Office Building, Honolulu, HI (#114 Hawaiian Fractured Fin); Above: Hollywood, FL (#130B Florida Fractured Fin)
4” o.c.
Fractured
��4 Hawaiian Fractured Fin
Joint: Side-to-Side
Unit Size: 4’w x �0’h �’w x �0’h
5/8 relief
1” o.c.
�0 ��
Fractured
��� Stone Ground Fractured Granite
Joint: RandomUnit Size: 4’w x �0’h �’w x �0’h
R R
R R
Random Bond
1/2 max. relief
Colorado Springs, CO (#111 Stone Ground Fractured Granite)
Fractured
��0A Fractured Granite
Joint: Random
Unit Size: 4’w x �0’h�’w x �0’h
R R
R R
Random Bond
3/4 max. relief
Mill Creek, WA (#110A Fractured Granite with sculptured graphics)
��
Low Profile
��9 Sandblast
3/32 relief
120 #2
Joint: RandomUnit Size: 4’w x �0’h
R R
R R
Random Bond
1/8 relief
121 #3
1/16 relief
119 #1
Fractured
��7 Phoenix Limestone
Joint: Side-to-Side
Unit Size: 4’w x �0’h�’w x �0’h
Flute Width: �⁄�”–��⁄�”
11/8 relief
Above: Phoenix, AZ (#117 Phoenix Limestone); Opposite: Denver, CO (#119 Sandblast)
�4 �5
Low Profile
�6� Bush Hammer
3/16 relief
B
Joint: RandomUnit Size: 4’w x �0’h
R R
R R
Random Bond
1/4 relief
C
1/8 relief
A
Magnolia Hotel, Denver, CO (#162 Bush Hammer)
Low Profile
�79 Wormy Plaster
Joint: Random
Unit Size: 4’w x ��’h
R R
R R
Random Bond
1/16 relief
�50 Stucco
Joint: Random
Unit Size: 4’w x ��’h
R R
R R
Random Bond
1/16 relief
�4� Broom
Joint: Side-to-Side
Unit Size: 4’w x ��’h
1/16 relief
�6 �7
Brick and Block
��5 Old Brick
Joint: Finger Joint RandomUnit Size: �0’w x 4’hBrick Size: ��⁄�” x 7�⁄�”
R R
R R
Random Bond
3/8 relief
Arvada, CO (#115 Old Brick)
Brick and Block
�76 Rough Brick
Joint: Finger Joint
RandomUnit Size:
�0’w x 4’hBrick Size: ��⁄8” x 7�⁄�”
R R
R R
Random Bond
3/16 relief
��8 Wire Cut Brick
Joint: Finger Joint
RandomUnit Size:
�0’w x 4’hBrick Size: ��⁄�” x 7�⁄�”
R R
R R
Random Bond
1/4 relief
��7 Split Face Block
1/2 relief
A
Joint: Finger Joint
RandomUnit Size:
�0’w x 4’hBlock Size:
�6”
R R
R R
Random Bond
1/2 relief
B
�8 �9
Rim Snap
Thin Brick and Stone Vertically Embedded in Concrete
Brick and Block
�64 Brick Gasket Liner
1/4 relief
Coved
Joint: Finger Joint
RandomUnit Size:
�0’w x 4’hBrick Size:
��⁄4” x 75 ⁄8”
R R
R R
Random Bond
1/4 relief
Raked
Museum of Modern Art, San Francisco, CA (#164 Brick Gasket Liner)
30 31
Rim Snap
Forms are removed and the finished wall is power washed to reveal a classic brick or stone finish in the structural concrete wall.
Vertical forms are set with rebar and concrete is poured.
Step 4
Rim Snap Advantages:• Flexible gasket
rim holds thin brick securely in place
• Rim Snap Templates are reusable
• Thin brick can be easily installed into column forms
Step 3
Vertically Cast Thin Brick
Rim Snap
Rim Snaps tab together and are stapled on a vertical surface to create a template to hold brick.
Thin brick is pressed into the pockets of the Rim Snap system face down.
Step 2Step 1
Ideal for climbing forms, columns and residential foundation forms, the Rim Snap attaches to vertical applications to produce a real brick façade integrally-cast into concrete
�� ��
Fluted
��5 �” Fluted Fin
Joint: Side-to-SideUnit Size: �’w x �0’h
1 relief
��� �⁄4” Fluted Fin
Joint: Side-to-SideUnit Size: �’w x �0’h
3/4 relief
�08 �⁄�” Fluted Fin
Joint: Side-to-SideUnit Size: �’w x �0’h
1/2 relief
11⁄2” o.c.
2” o.c.
23⁄16” o.c.
Rim Snap
It’s your choice…Combine stone and thin brick for an array of possibilities.
Thin Brick and Porcelain Stone Thin Brick and Form Liner
Standard Size
Modular Size*
Utility Size*
*available Fall 2009
Vertically Cast Porcelain or Concrete Stone
Porcelain or Concrete Stone Dimensions: Standard: ��⁄4” x 75 ⁄8”Modular*: �5 ⁄8” x 75 ⁄8”Utility*: �5 ⁄8” x ��5 ⁄8”
�4
Fluted
��� Colorado Random Reveal
Joint: Side-to-SideUnit Size: �0’w x ��’h
11/2 max. relief
Fluted
�54 �⁄�” Sine Wave
Joint: Side-to-Side
Unit Size: 4’w x �0’h
3/16 relief
��4 Large Striated
Joint: Side-to-Side
Unit Size: 4’w x ��’h
1/4 relief
��� Striated
Joint: Side-to-Side
Unit Size: 4’w x ��’h
3/16 relief
Opposite: Denver, CO (#131 Colorado Random Reveal)
1⁄2” o.c.
�6 �7
Fluted
��7A Corrugated
Joint: Side-to-SideUnit Size: 4’w x �0’h
1/16 relief
�58 Wave �” o.c.
Joint: Side-to-SideUnit Size: 4’w x ��’h
1 relief
�57 Wave ��⁄4” o.c.
Joint: Side-to-SideUnit Size: 4’w x ��’h
3/4 relief
23⁄4” o.c.
2” o.c.
1⁄2” o.c.
Fluted
��9 ��⁄�” Fluted Fin
11/2 relief
3” o.c.
Joint: Side-to-Side
Unit Size: �’w x �0’h
11/2 relief
4” o.c.
Denver, CO (#139 11⁄2” Fluted Fin)
�8 �9
Wood
�04 Extra Rough Sawn
Joint: Finger Joint Side-to-SideUnit Size: 4’w x ��’hBoard Size: 4” wide
1/8 relief
�0� �” Cedar
Joint: Finger Joint Side-to-SideUnit Size: 4’w x �0’hBoard Size: �” wide
1/4 relief
Palmer Ridge High School, Monument, CO (#104 Extra Rough Sawn)
Fluted
�5� Grave Stake
Joint: Side-to-Side
Unit Size: 8.5’w x ��.6’h
5/8 relief
��7B Large Corrugated
Joint: Side-to-Side
Unit Size: 4’w x 8’h
1/2 relief
Crowfoot LRT Pedestrian Bridge, Calgary, Alberta (#152 Grave Stake)
4” o.c.
40 4�
Wood
�44 Cedar Stake
Joint: Finger Joint Side-to-SideUnit Size: 4’w x �6’hBoard Size: 4” wide
3/16 max. relief
��6A V.L.G.
Joint: Finger Joint Side-to-SideUnit Size: 4’w x �6’hBoard Size: �” wide
1/2 relief
Denver, CO (#126A V.L.G.)
Wood
�8� �” Grape Stake
Joint: Finger Joint Side-to-Side
Unit Size: 4’w x ��’h
Board Size: �” wide
1 relief
�84 Shake Shingle
Joint: Finger Joint Side-to-Side
Unit Size: 4’w x ��’h
Shingle Size: 9” wide
11/4 relief
��6 Barn Wood
Joint: Finger Joint Side-to-Side
Unit Size: 4’w x �6’h
3/8 relief
4� 4�
Art
Top left—Artist: Vicki Scuri, Seattle, WA; Top right—Artist: Vicki Scuri, Seattle, WA; Middle left—Artist: Linda Patterson, Santa Clara, CA; Bottom—Artist: Scott System, Virginia Beach, VA
Wood
3/4 relief
3/8 relief
3/16 relief
�8�B Shiplap (Smooth)
�8�A Shiplap (Textured)
��6B V.L.G. Tulsa
Joint: Finger Joint Side-to-Side
Unit Size: 4’w x ��’h
Board Size: 6” wide
Joint: Finger Joint Side-to-Side
Unit Size: 4’w x ��’h
Board Size: 6” wide
Joint: Finger Joint Side-to-Side
Unit Size: 4’w x ��’h
Board Size: �”–7” wide
44
Art
Top left—Artist: Surface Strategy LLC, Denver, CO; Top center—Artist: Linda Patterson, Santa Clara, CA; Top right—Artist: Linda Patterson, Santa Clara, CA; Bottom—Artist: Vicki Scuri, Seattle, WA
45©2009 Scott System Inc.
303-373-2500 • Fax 303-373-2755
10777 East 45th Avenue
Denver, Colorado 80239
www.scottsystem.com