technology report peter winterburn
technology report peter winterburn
1.0_introduction 1.0_introduction 1.1_location 1.2_site plan
[6-7] [8] [9]
2.0_existing building 2.1_existing plans 2.2_existing elevations 2.3_existing sections 2.4_loading 2.5_further analysis
[12-13] [14-15] [16-17] [18] [19]
3.0_intervention 3.0_overview of intervention 3.1_key spaces axo 3.2_proposed plans 3.3_proposed sections 3.4_concrete detail 3.5_structural glazing 3.6_aluminium frames walls
[22] [23] [24-25] [26-27] [28-29] [30-31] [32-33]
4.0_planning 4.1_accessibility strategy
[36] [37]
5.1_ductal uhpc walling 5.1a_corner detail 5.1b_connection to existing plate 5.1c_connection to aluminium frame 5.2_internal 5.3_lighting plan 5.4_loose furniture plan 6.0_references 6.1_bibliography 6.2_technical appendix
[40] [41] [42] [43] [44-45] [46-47] [48-49] [52] [53 onward]
BE1146 Detail Material+Assembly Technology Rerport Peter winterburn w12020388
stephenson.works
1.0_introduction
1.0_introduction stephenson.works
Stephenson.Works, Newcastle Upon Tyne, is a creative hub with a focus on the creation and consumption of film as well as digital media sush as Youtube/ Vimeo content. Built in 1823 by Robert Stephenson & Co, the Stephenson Building was frist used for fabricating and testing steam locomotives. The use progressed to Motor cars when it was enhabited by car manufactures George and Jobling. The building began its life as a hub for inovation and production [in the locomotive feild], these are ideologies which are continued in re-purposing of the existing building. An inicitive which carries these ideas throught is Adobe Youth Voices, which partners young creatives with bleeding edge technology and world class teaching in order to help realise their full creative potentional.
6
robert stephenson
7
1.1_location
stephenson.works
Newcastle City Centre
8
Stephenson Quarter
Stephenson Works
1.2_site plan
stephenson.works
8 9
3 11
5 2 6
1 1. stephenson works 2. royal mail depot 3. royal mail sorting office 4. dove’s trade shop 5. central square 6. central square south 7. warehouse 8. central station 9. the telegraph 10. new polie hq 11. centre for life
7
4
7
7
10
9
stephenson.works
2.0_existing building
2.1_existing plans stephenson.works
7105mm
7003mm 7
6
7135mm 5
8370mm
7117mm 4
3
7318mm 2
1
8938mm
a
9253mm
a
10472mm
b
7472mm
b
c 7180mm
7192mm
c
d 6998mm
6998mm
d
e
e
6 ground floor @ 1:250 12
5 7344mm
4 6331mm
3 7859mm
1
2 7290mm
6561mm
7105mm
7003mm 7
6
7135mm 5
8370mm
7117mm 4
3
7318mm 2
1
8938mm
a
a
10472mm
9253mm
b
7472mm
b 7
c 7180mm
7192mm
c
d 6998mm
6998mm
d
e
e
6
5 7344mm
4 6331mm
3 7859mm
1
2 7290mm
6561mm
first floor @ 1:250 13
2.2_exsisting elevations stephenson.works
6
+10260mm +9530mm
+4300mm
+550mm +0mm
south street elevation @ 1:200 14
5
4
3
2
1
1
2
3
4
5
6
7
+10260mm +9530mm
+4300mm
+550mm +0mm
sussex street elevation @ 1:200 15
2.3_existing sections stephenson.works
a
+10260mm
+4300mm
+550mm +0mm existing short section @ 1:200
short section @ 1:200 16
b
b
d
e
1
2
3
4
5
6
7
+10260mm
+4300mm
existing long section @ 1:200
+550mm +0mm
long section @ 1:200 17
3.2_loading
stephenson.works Dead loads from the existing building are transferred to the concrete floor slab via the cast iron columns and speed to the walls by the steel frame and trusses. The diagram on the left illustrates how loading from the roof is distributed. the vertical and horizontal elements of the roof structure are in compression while the diagonal members are in tension, this allows for the loads to be distributed evenly and channelled down the structure to the slab.
18
2.4_further analysis stephenson.works
Listed Elements 1.
Sash windows
2.
Welsh stale roof
3.
Cast iron columns
4.
Boilershop enterance + supporting beam
5.
White brick facade of 20 South street
6.
Roof trusses [King + Queen post]
7.
Skylights
8.
Wrought iron balustrade
19
stephenson.works
3.0_intervention
3.0_overview of intervention stephenson.works
The intervention is focused around creating a visual dialogue between the visiting public and the film making process. Programmatially, the scheme centres around the Installation, which cantilevers over the main circulation space thus defining the intervention. The installation sphere independently projects a 3-dimensional display of students work across the main space.
22
3.1_key spaces axonometric
stephenson.works cafe
media gallery
viewing deck
instalation sapce
greenscreen studios
prop workshop reception
main studio enterance from sussex st 23
3.2_proposed floor plans stephenson.works a. reception b. staircase c. main studio d. open plan office d1. editing d2. sound design d3. discussion e. green screen f. sound studio g. prop workshop h. storage i. lounge j. easy access wc k. male wc l. femail wc m. plant room/server
a e d3 c b
d1
e
d1
lift
d2
g
f
d1
j h
proposed ground floor @ 1:250 24
m
l
k
i
a. media gallery b. viewing deck c. ‘creators lounge’ d. femal wc e. male wc f. easy access wc g. storage h. café i. kitchen area
b
a
lift
c
f d
e
g
h
i
proposed first floor plan @ 1:250 25
3.3_proposed sections stephenson.works
enterance
proposed short section @ 1:200 26
reception
instalation sapce
lift
media gallery
cafĂŠ
green screen
office space
staircase
viewing deck
main studio
proposed long section @ 1:200 27
3.4_concrete floor deck stephenson.works
Title Scale 1:5 Concrete floor support detail 1.
In-situ cast concrete floor plate Depth_150mm Finish_powerfloated
2.
Steel floor deck Depth_55mm Between centers_250mm
3.
Steel i-beam Dimensions_225mm x 165mm Material Thickness_10mm
4.
M.10 nut and bolt
5.
Steel connection plate Diameter: 20mm Material Thickness: 2mm
6.
In-situ cast conceret colounm Dimensions_2560mm x 400mm Material Thickness_30mm Joining Method_Silicon
1 2
3
4
5
6
28
Title Scale 1:10 Concrete floor construction overview
1
1.
In-situ cast concrete floor plate Depth_150mm Finish_powerfloated
2.
Steel floor deck Depth_55mm Between centers_250mm
3.
Steel i-beam Dimensions_225mm x 165mm Material Thickness_10mm
2
3
29
3.5_structural glazing stephenson.works
Title Scale 1:2 Connecting to existing floor 1.
2.
Laminated Glass Dimensions_W1500mm x H2000mm Material thickness_30mm Joining method_Silicon
1
Laminated glass fin Dimantions_W80mm x H2000mm Material thickness_30mm Joining method_Silicon and bolts
3
3.
Spider clamp [page 31] Dimentions_400mm x 400mm Max material thickness_50mm Min material thickness_22mm
4.
M.10 nut and bolt
5.
Concrete floor slab [page 28/29]
2
4
5
30
3.5_structural glazing stephenson.works
Title Scale 1:2 [resized] Spider clamp detail [without glass fin]
1 3
1.
Laminated Glass Dimensions_1500mm x 2000mm Material thickness_30mm Joining method_Silicon
2.
Cast steel spider clamp bracket Dimentions_400mm x 400mm Max material thickness_50mm Min material thickness_22mm
3.
M.10 bolt
4.
Silicons sealnt
5.
Steel spacer Material thickness_10mm [spreads the point load from the spider clap onto a wider area of glass]
6.
M.10 nut with hex head
5
2
4
6
31
3.6_aluminum framed walls stephenson.works Title Scale 1:2 Wall detail in Axo 1.
Birch plywood panel Dimentions_W.2000mm x H.2400mm Material thickness_16mm
2.
Mild steel stud Dimentions_W.80mm x D.54mm Material thickness_1mm Finish_galvanised
3.
Mild steel track Dimentions_W.82mm x D.40mm Material thickness_1mm Finish_galvanised
1
2
3
32
Title Scale 1:1 Connection between aluminium frame and existing floor
1
1.
Birch plywood panel Dimentions_W.2000mm x H.2400mm Material thickness_16mm
4
2.
Mild steel stud Dimentions_W.80mm x D.54mm Material thickness_1mm Finish_galvanised
2
3.
Mild steel track Dimentions_W.82mm x D.40mm Material thickness_1mm Finish_galvanised
4.
Dry-wall screw [reseons for use - dry-wall screws can be un-screwed without damaging the material allowing for better access for mainitnace of electircal and plumbing components] Finish_galvanised
5.
M.10 Bolt
6.
Existing concrete floor slab
3
5
6
33
stephenson.works
4.0_planning
4.1_accessibility stephenson.works 1.
Draught lobby The enclosed glass entarnce is utalised as a draft lobby in this perticular instance. It acts both as a clear enterance point for the building and an enviromental buffer preventing heat loss and ingress of noise.
2.
Lift The lift is a circular design and takes user directly to all three floors [ground, instaltion space and first floor].
3.
Enclosed stairwell This is seratated from the cafĂŠ space and is only used in the event of escape.
4.
Disabled access ramps The intervention has two diabled access ramps which are set at +3.5 ° with a 2000mm square landing mid way.
36
4.2_fire strategy
stephenson.works
5.0
1.
Means of escape 1.0_A small exit on the sussex street facade [west elevation] 2.0_Lobby space on the south street elevation [otherwise used mainly at night]
rev. 4.0
3.0_Original boiler shop doors [now used for deliveries and access] First floor 4.0_Concrete staircase to reception 5.0_Compartmentalised staircase Each route is clearly illuminated and has sufficient signage to prevent confusion when exising the building
2.0
All door openings in the scheme are a minimum of 1000mm wide to allow access for wheelchair users. All doors are rated for the maximum duration of fire resistance. In order to reduce the change of a false heat detectors are installed in high risk areas such as the cafĂŠ area.
3.0
2.
Design revision Adding a compartmentalised staircase to take users from the upper floor via the storage area using the boilershop doors as mains of escape
1.0
37
stephenson.works
5.0_detailed fit-out
5.1_ductal uhpc walling stephenson.works
5.1a
5.1c
Title Scale 1:10 Section of reception
5.1c
5.1 40
5.1a_ductal uhpc walling stephenson.works
Title Scale 1:2 Corner detail
1
5
3
5
1.
Ductal UHPC panel Min thickness_20mm Max thickness_48mm
2.
Laminated Glass Dimensions_1500mm x 2000mm Material thickness_30mm Joining method_Silicon
3.
Mild steel box section Dimentions_80mm x 80mm Material thickness_3mm
4.
M.10 threaded bar M10. threaded bar set into Ductal panel using Hipoxy Resin
5.
UPVC spacer Dimentions_D.20mm Material thickness_2mm
4 1
2
41
5.1b_ductal uhpc walling stephenson.works
Title Scale 1:2 Connecting to existing floor 1.
Ductal UHPC panel Min thickness_20mm Max thickness_48mm
2.
Laminated Glass Dimensions_1500mm x 2000mm Material thickness_30mm Joining method_Silicon
3.
Mild steel box section Dimentions_80mm x 80mm Material thickness_3mm
4.
M.10 threaded bar M10. threaded bar set into Ductal panel using Hipoxy Resin
5.
Mild steel liner Dimentions_W.100mm x D.80mm Material thickness_2mm
1 2
3
4
4
5
42
5.1c_ductal uhpc walling stephenson.works
Title Scale 1:2 Connection to steel frame
1
1.
Ductal UHPC panel Min thickness_20mm Max thickness_48mm
2.
Laminated Glass Dimensions_1500mm x 2000mm Material thickness_30mm Joining method_Silicon
3.
Mild steel box section Dimentions_80mm x 80mm Material thickness_3mm
4.
M.10 threaded bar M10. threaded bar set into Ductal panel using Hipoxy Resin
5.
UPVC spacer Dimentions_D.20mm Material thickness_2mm
4
3
5 4 1
2
43
5.2_internal finishes stephenson.works 1.
Polished Concrete
1
2.
Carbon Fiber
2
3 3.
Ductal UHPC
44
4. Plywood
4
45
5.3_lighting plan stephenson.works Lighting Zones
1.
Reception Low leve LED lighting situated inside the ductal panels with light exiting from the shadow gap at the bottom of the panels [fig_1.0&1.1]
2.
Studio spaces High power LED studio grade lighting which can be articulated and re-located to suite the current application [fig_2.0]
3.
Office area A combination of task lighting and ambient lighitng.
1
2 2 3
Task lighting is provided by the TYPE 75 DESK LAMP by Angelpoise [fig_3.2] which are situated on the surface of the desk. Ambient lighting is provided by Plumen DropCap Pendant [fig_3.1] fitted with Plumen 001 LIGHT BULB [fig_3.0]. 4.
5.
Plant room & WC Recesed lighting - HL612ICAT ALLSLOPE by Cooper Lighting Workshop and storage Overhead lighting ‘INDEX by NeoRay’ a Cooper Lighting brand.
46
3
4 5
1.0
2.0
1.1
3.0
3.1
3.2
5.0
4.0
47
5.4_loose furniture plan stephenson.works Lighting Zones
Mira 2
mes Plastic Armchair
les & Ray Eames, 1950
Eames Plastic Armchair Table Solvay
lastic Armchair
mes Plastic Chairs are renewed of the legendary Fiberglass The original, which was the very strially produced plastic chair, tly developed with Zenith Plastics Low-Cost Furniture Design‘ tion organised by the Museum of Art. In the current version made ropylene, these chairs are even mfortable. 48
integrated armrests, the organiaped shell of the Plastic Armchair
Materials
Eames Plastic Armchair DAR
∏ Seat shell: dyed-through polypropylene.
∏ Base: wire base with cross struts, chromed or
All models (except RAR) are available with
powder coated. The powder-coated version
a seat cushion (screwed to the seat shell) or
is suitable for outdoor use. (DAR = Dining
full upholstery. The fully upholstered version
Height Armchair Rod Base)
has moulded polyurethane foam padding
∏ Note: special additives retard the fading of
covered in Hopsak fabric, attached to the
colours due to UV radiation. However, if the
shell with a welted edge. Covers available in
chair is exposed to sunlight for prolonged
all Hopsak fabric colours. Different shell and
periods, the colour may change over time.
upholstery colours and various bases provide
We recommend limited exposure to sunlight.
a multitude of possible combinations. ∏ Options: the Eames Plastic Armchair is available as a visitor, dining, swivel or rocking
reception render
49
stephenson.works
6.0_references
6.1_bibliography stephenson.works
... with R.C. Hibbeler ; SI conversion by Tan Kiang Hwee (2011) Structural Analysis SI. Singapore: Pearson Education Centre. CEng, G., Philip (2011) Basic structures. United Kingdom: Wiley-Blackwell (an imprint of John Wiley & Sons Ltd). Cheng, F., Jiang, H. and Lou, K. (2008) Smart Structures Innovative Systems for Seismic Response Control. United States: CRC Press Inc. Ching, F., Onouye, B., Zuberbuhler, D. and Ching, F. C. (2009) Building Structures Illustrated: Patterns, Systems, and Design. United Kingdom: Wiley, John & Sons, Incorporated. Draycott, T. and Bullman, P. (2009) Structural Elements Design Manual: Working with Eurocodes. United Kingdom: Butterworth-Heinemann Ltd. Fanella, D. A. (2010) Reinforced Concrete Structures: Analysis and Design. United States: McGraw-Hill Professional. Gordon, J. E. (2003) Structures, or, Why things don’t fall down. 1st edn. United States: Da Capo Press Inc. Leet, K., Uang, C.-M. and Gilbert, A. (no date) Fundamentals of Structural Analysis. United States: McGraw Hill Higher Education. Lemaire, M., Chateauneuf, A. and Mitteau, J.-C. (2009) Structural reliability. United Kingdom: ISTE Ltd and John Wiley & Sons Inc. Living (no date). Available at: https://www.vitra.com/en-gb/living (Accessed: 1 March 2015). Megson, T. (2014) Structural and Stress Analysis. United Kingdom: Butterworth-Heinemann Ltd. Plc, W. G. (no date) Watts Pocket Handbook: 2012. United Kingdom: RICS Books. Plunkett, D. (2010) Construction and Detailing for Interior Design. United Kingdom: Laurence King Publishing. Silver, P. and McLean, W. (2008) Introduction to architectural technology. United Kingdom: Laurence King Publishing. Soutsos, M. N. (2009) Concrete Durability. United Kingdom: Thomas Telford Ltd.
52
690 27¼ ”
625 24½ ”
Charles & Ray Eames, 1950
250 9¾ ”
Eames Plastic Armchair RAR, Rocking Chair
Materials
Eames Plastic Armchair DAR
∏ Seat shell: dyed-through polypropylene.
∏ Base: wire base with cross struts, chromed or
All models (except RAR) are available with
powder coated. The powder-coated version
a seat cushion (screwed to the seat shell) or
is suitable for outdoor use. (DAR = Dining
485 19”
Eames Plastic Armchair DAR,
Eames Plastic Armchair DAR,
wire base with cross struts
wire base with cross struts with full upholstery
We recommend limited exposure to sunlight.
250 9¾ ”
605 23¾”
46 0 18”
485 19” 250 9¾ ”
periods, the colour may change over time.
upholstery colours and various bases provide
250 9¾ ”
250 9¾ ”
Eames Plastic Armchair PACC,
castor-based swivel chair
castor-based swivel chair
Surfaces and colours
mint/ivory
yellow/pastel green
coral/poppy red
warmgrey/ivory
mint/forest
yellow/poppy red
red/poppy red
ice blue/ ivory
dark blue/moor brown
grass-green/ ivory
ivory/forest
poppy red/ivory
red/cognac
blue/ivory
ice blue/moor brown
grass-green/ forest
nero/forest
pink/poppy red
red/moor brown
blue/moor brown
petrol/moor brown
430 17”
chair is exposed to sunlight for prolonged
all Hopsak fabric colours. Different shell and
63 0 24¾ ” 380 15”
shell with a welted edge. Covers available in
600 23½” 520 20½” 800 31½”
410 16¼” 370 14½”
625 24½”
colours due to UV radiation. However, if the 795 31¾”
∏ Note: special additives retard the fading of
covered in Hopsak fabric, attached to the
370 14½”
Eames Plastic Armchair PACC,
Height Armchair Rod Base)
has moulded polyurethane foam padding
370 14 ½ ”
375-500 14¾”-19¾”
485 19”
380 15”
605 23¾ ”
460 18”
770-895 30¼ ”-35¼ ”
630 24¾ ”
520 20½ ”
605 23¾ ” 250 9¾ ”
380 15”
250 9¾ ”
600 23½ ”
410 16 ¼ ”
430 17”
460 18” 805 31¾”
630 24¾ ”
520 20½”
405 16”
full upholstery. The fully upholstered version
600 23½”
410 16¼”
415 16¼”
Eames Plastic Armchair
625 24½” 370 14½”
805 31¾”
DIMENSIONS
625 24½ ” 370 14 ½ ”
755-890 29¾ ”-35”
Eames Plastic Armchair DAX
355-480 14 ”-19 ”
The DAX four-legged base and DAR wire base are available in dark grey and basic dark powder-coated options. These make the chairs suitable for outdoor use; all the more since special additives impede the fading of the seat shell colours in sunlight.
The Eames Plastic Chairs are renewed versions of the legendary Fiberglass Chairs. The original, which was the very first industrially produced plastic chair, was jointly developed with Zenith Plastics for the ‚Low-Cost Furniture Design‘ competition organised by the Museum of Modern Art. In the current version made of polypropylene, these chairs are even more comfortable.
520 20½ ”
330 13”
Eames Plastic Armchair
370 14½”
670 26½ ”
410 16¼”
dark blue/ivory
a multitude of possible combinations.
The Eames Plastic Armchair is complemented by the Eames Plastic Side Chair without armrests.
four-legged tubular steel base with full upholstery
chromed or powder-coated in basic dark. use. (DAX = Dining Height Armchair X-Base) ∏ Note: special additives retard the fading of Eames Plastic Armchair DAL
colours due to UV radiation. However, if the
∏ Base: La Fonda base in polished, die-cast
chair is exposed to sunlight for prolonged
aluminium. (DAL = Dining Height Armchair La
periods, the colour may change over time.
Fonda Base)
We recommend limited exposure to sunlight.
Eames Plastic Armchair DAW
62 5 24½ ”
60 0 23½ ”
410 16¼”
520 20½ ”
370 14½”
Powder-coated version suitable for outdoor
63 0 24¾ ”
605 23¾ ”
460 18”
485 19” 25 0 9¾ ”
∏ Base: four-legged, tubular steel base,
Eames Plastic Armchair DAX,
four-legged tubular steel base
Hopsak 430 17”
in waiting areas.
Eames Plastic Armchair DAX,
370 14½”
Eames Plastic Armchair DAX
815 32”
chair. Beam-mounted shells are suited for use
25 0 9¾ ”
available as a visitor, dining, swivel or rocking
405 16”
∏ Options: the Eames Plastic Armchair is
795 31¼”
With its integrated armrests, the organically shaped shell of the Plastic Armchair offers superb comfort. The wide selection of bases makes it possible to use the chairs in a variety of settings: from the dining room or home office to the garden. Shells come in a broad range of colours and upholstery versions, so that components can be mixed and matched to find the perfect chair for individual needs.
grey
Eames Plastic Armchair DAL,
Eames Plastic Armchair DAL,
polished die-cast aluminium base
polished die-cast aluminium base with full upholstery
∏ Base: wooden base, stained and lacquered in maple. Round steel cross struts in basic
∏ Base: five-star base in polished die-cast aluminium, equipped with double castors in basic dark. (PACC = Pivot Armchair Cast
605 23¾”
460 18”
485 19” 250 9¾ ”
630 24¾”
43 0 17”
Rod Base)
380 15”
lacquered finish. (RAR = Rocking Armchair Eames Plastic Armchair PACC
810 32”
cross struts, solid maple rockers, stained and
600 23½ ” 520 20½” 250 9¾ ”
410 16¼”
415 16¼”
625 24½”
∏ RAR base: chrome-plated wire base with 370 14½”
Eames Plastic Armchair RAR
Base)
805 31¾”
dark. (DAW = Dining Height Armchair Wood
Eames Plastic Armchair DAW,
Eames Plastic Armchair DAW,
maple wood and wire base with cross struts
maple wood and wire base with cross struts
Base on Castors)
info@vitra.com | EN 2014
www.vitra.com/plasticchairgroup
cognac/ ivory
dark grey
avocado
red/champagne
chocolate/grey
marron/moor brown
nero/moor brown
cognac/ avocado
orange
petrol/chocolate
warmgrey/ moor brown
nero
cognac
red/orange
nero/chocolate
Hopsak
info@vitra.com | EN 2014
www.vitra.com/plasticchairgroup
info@vitra.com | EN 2014
Hopsak (available until end of 2014)
www.vitra.com/plasticchairgroup
Table Solvay Jean Prouvé, 1941
Table Solvay
During the years of 1941 and 1942, the Ateliers Jean Prouvé planned and executed a number of interior design projects for the Solvay chemical company. Numerous pieces of furniture were developed in connection with this commission, including a table made of wood that exemplifies Prouvé’s construction methods: its structural details illustrate the interplay of forces and stresses – similar to the later design of the EM Table, whose metal legs distinguish it from its predecessor. Due to the scarcity of metal during World War II, the Table Solvay was designed and constructed with wooden legs.
oiled finish of the Table Solvay give it a sense of ease and refinement, mitigating the technical coolness of its design.
Materials ∏ Table top: 34 mm thick solid wood with oiled finish; natural oak, core smoked oak or American walnut. ∏ Base: legs matched to table top, solid wood with oiled finish in natural oak, core smoked oak or American walnut; tubular steel crossbar with powder-coated finish (smooth).
The solid wood components and fine
info@vitra.com | EN 2013
www.vitra.com/tablesolvay
HALO
DESCRIPTION
The INDEX by Neo-Ray brings the power of Wavestream to limitless applications with a suspended direct indirect LED luminaire marking the beginning of a new era now unconfined by linear fluorescent lamps. By utilizing standard or custom spacing, the precision optical panels can be placed exactly where they are most effective, dramatically reducing power consumption while simultaneously improving the overall quality of the space. The Neo-Ray Index is shipped with standard 0-10V dimming drivers, but is specifiable with integral FifthLight DALI, integral emergency battery packs, and daylight/occupancy sensors. Available in 2', 4', 6', 8', 12' individual lengths and continuous runs, the Index can be suspended throughout a corridor, conference room or entire open office.
Type
Catalog #
esceipuion
Date
Comments
Type
Catalog #
455 series slope ceiling trims are 6-inch aperture reflectors for use in the Halo HL6 LED Slope Ceiling System. The series is also listed with the H645 incandescent slope ceiling housing. The 455 slope ceiling reflector trims feature a fully contoured continuous form designed specifically for use in slope ceiling applications.
Project
Project Date
Comments Prepared by
Prepared by
Specificiuion Feiuuees
SPECIFICATION FEATURES
Construction Extruded 6063 aluminum channel housing. Optical panels constructed from 6063 extruded aluminum and die-cast endcaps. Optics Precision formed optical assembly with optical grade acrylic lenses providing a directed optical distribution using WaveStream technology. Controls Fixtures equipped standard with 0-10V continuous dimming drivers compatible with most standard 0-10V control/ dimmers. Dimming range is 5% to 100%; varies by control
device. Combine with energy-saving products like occupancy sensors, daylighting controls, and lighting relay panels from Cooper Controls (www. coopercontrol.com) to maximize energy savings.
Finish Fixture housings are finished in standard white or silver using electrostatically applied polyester powder coat paint.
Electrical Long-life LED system coupled with electrical driver to deliver optimal performance. LED’s available in 3000K, 3500K or 4000K with a typical CRI ≤ 82. Projected life is 60,000 hours at 82% lumen output. Electronic drivers are available for 120-277V applications.
Mounting Pendant with adjustable single cable and circular canopy. Standard length of cable provided is 48". SCJB = Single Cable – Junction Box SCETG = SC on 16/15" T-Grid SCSTG = SC on 9/16" Slot T-Grid SCFTG = SC on 9/16" Fine T-Grid SCSR = SC on Sheet Rock
Index 6ft Individual
Warranty Five year warranty.
455 series slope ceiling trims are 6-inch aperture reflectors offered in Specular Clear (SC), Semi-Specular Haze (H), Satin Nickel (SN), and Tuscan Bronze (TBZ). 455 series reflectors feature metal trim rings in matte white paint, and satin nickel and tuscan bronze plated finishes. The precision spun aluminum reflector provides excellent visual performance. The metal trim ring is a floating ring that may be interchanged with the TRM6 designer trim ring series (see accessories). Coil springs attach to slots in the housing aiming mechanism and hold the trim flush to the ceiling.
Slope Ceiling Housings
Teia
Teia Auuichaenu – Coil Speings
iaensions
Compatible with HL6 LED and H645 slope ceiling system housings; see specification sheets for further details: • HL612ICAT (LED) • HL618TAT (LED) • H645IC (Incandescent)
Coil spring hook attaches to vertical slots in the sides of aiming mechanism. Slip-fit on spring allows positioning of finger hold loop inside the trim for ease of installation.
HLM6x LED Light Engine
455H
Haze Reflector
Slip-Fiu
LED
2" [51mm]
455SC
Specular Clear Reflector
Suspended Direct/ Indirect
Fingee Holi Loop
OD
455SN
Ouusiie
Satin Nickel Reflector
Auuichaenu Hook
iiaeueer: 7-1/4" [184mm]
3.81" [97mm]
455TBZ
14.80" [376mm]
Tuscan Bronze Reflector Oeieeing Infoeaiuion
ORDERING INFORMATION
Sample Number: 455SN
Sample Number: 901DIP-2L35-UD0601-SCSTG-12DD-STDOS-WP20
901 Series 901 = Index
P
–
Mounting P = Pendant
Light Output DI = Direct/Indirect D = Direct
– LED Color Temp L30 = LED, 3000K L35 = LED, 3500K L40 = LED, 4000K
Light Level LED (3500K) 2ft Panel Pair 1 = Light Level 1 3136 Lumens, 32 Watts 2 = Light Level 2 4291 Lumens, 47 Watts
– Run Length Individual D06 = 6ft Individual Wing Aim U = Up F = Flat D = Down
– Mounting Type SCJB = Single Cable SCETG = SC on ETG SCSTG = SC on STG SCFTG = SC on FTG SCSR = SC on Structure
Configuration Type 01 = see page 3 02 = see page 3 03 = see page 3 04 = see page 3
NOTES: 1. Not all options available. Please consult your local Cooper Lighting Representative for availability. 2. Specifications and dimensions subject to change without notice.
DD
–
Driver DD = Dimming Driver Voltage 1 = 120V 2 = 277V 3 = 347V U = Universal
Circuiting 1 = Single Circuit 2 = Dual Circuit (consult factory for circuit location)
Wiring Options EM = Battery Pack EC = Emergency Circuit DS = Daylight Sensor OS = Occupancy Sensor
Driver Options STD = 0-10V Dimming Driver 5LT = FifthLight DALI Driver LUT = Lutron DALI Driver
Specifications and Dimensions subject to change without notice. Consult your representative for additional options and finishes.
–
Trim
Finish
Accessories
455 = 6" slope ceiling reflector
SC = Specular clear, white metal trim ring H = Haze (semi-specular), white metal trim ring SN = Satin nickel, satin nickel metal trim ring TBZ = Tuscan bronze, tuscan bronze metal trim ring
TRM6C = Chrome metal TRM6MB = Black metal TRM6P = White metal TRM6SN = Satin nickel metal TRM6TBZ = Tuscan bronze metal TRM7MB = Black polymer
455 Seeies Slope Teias 6-Inch Reflecuoe Foe use wiuh Hilo LE slope ceiling sysuear: HL6 LE
Color Options W = Matte White S = Silver
Options PXX = Perf Perc. UP
ADN132136 01/05/2014
Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com
Eaton’s Cooper Lighting Business 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com
© 2015 Eaton All Rights Reserved Printed in USA Publication No. ADV141604 January 2015
Specifications and dimensions subject to change without notice.
ADV141604 1/30/2015
Type75
™
Table Lamp Description
320
Type75™, the top selling Anglepoise® product, is the perfect table and wall lamp. Combining all the high quality 195
Designed by Kenneth Grange, its classical looks, smooth of the very best choices for any interior.
Max. 530
Colour 140
Available in Jasmine White, Jet Black, Brushed Aluminium. Materials - Aluminium shade - Aluminium arms - Cast iron base with aluminium cover - Anglepoise® constant tension spring technology Dimensions
195
- Shade diameter 140mm - Shade height 195mm 140
- Reach 660mm - Base diameter 195mm - Cable length 2.7m
57
Electrical - Voltage 220/240 volts 50/60Hz spiral bulb 80
- US markets supplied with E26 lamp holder - Inline switch - Double insulated
90
Min. 12 Max. 60
- Bulb: 60 Watt max. (weight dependent) Additional Information - Accessories: - Wall Bracket (Length 140mm) - Desk Clamp (Depth 90mm)
60
30
- Desk insert (Diameter 60mm)
www.anglepoise.com
V1.1
CI/SfB
(41)
2802 – August 2012
Ro3
August 2012
Speci cation – Single Pilkington Planar™ Laminated Safety Glass
Pilkington Planar™ Laminated Safety Glass Interlayer: 1.52 mm or 2.28 mm There may be a step on each side of up to 3 mm
Single Pilkington Planar™ Laminated Safety Glass Performance of typical combinations with clear interlayer
Pilkington Toughened and Heat Soaked Glass Outer Leaf
Pilkington Heat Strengthened or Toughened and Heat Soaked Glass Inner Leaf
Pilkington Optifloat Clear
Pilkington Optifloat Clear
10 mm
6 mm
0.82
0.08
0.67
0.77
5.3
39
12 mm
6 mm
0.81
0.07
0.65
0.75
5.3
39
15 mm
6 mm
0.79
0.07
0.62
0.71
5.2
40
0.77
0.07
0.58
0.67
5.1
-
™
Light Light Transmittance Reflectance LT LR
Total Solar Radiant Heat Transmittance
Total Shading Coefficient
U Value (W/m2K)
Rw Value (dB)
™
19 mm
6 mm
Pilkington Optiwhite
Pilkington Optiwhite
10 mm
6 mm
0.88
0.08
0.81
0.93
5.3
39
12 mm
6 mm
0.88
0.08
0.81
0.93
5.3
39
™
™
15 mm
Roller wave Mean roller wave: Mean roller wave: Maximum edge dip: Roller wave is usually parallel to horizontal where possible.
Indicative Glass combinations 10 mm + 6 mm 12 mm + 6 mm or 8 mm or 10 mm 15 mm + 6 mm or 8 mm or 10 mm
Pilkington Planar™ System Information Single Pilkington Planar™ Laminated Safety Glass
Glass marking Glass will be marked with the Pilkington toughening stamp and will show compliance with regulatory requirements. The mark will be on each glass pane, usually near a corner. Multiple panes will not necessarily be marked in the same corner, however, the thinner glass will generally be marked with a relatively discreet linear brand close to and parallel to the edge of the pane.
Glass size – rectangles Maximum (6 -19 mm): 2400 x 4500 mm 0 + 4 mm (Larger sizes upon request) Minimum: 450 x 900 mm 0 + 4 mm Aspect ratio: 14:1 Maximum Larger glass sizes and weights greater than 650 kg subject to enquiry.
Edge condition Smooth ground edges givin le with small ground arris. Shells or chips at edges will be ground out prior to toughening and do not constitute reason for rejection. Corners may be dubbed. Some variation in edgework may be discernible on exposed edges where different machines and/or hand forming is a requirement for manufacture. Such variations shall be kept to a minimum.
6 mm
0.87
0.08
0.80
0.92
5.2
40
19 mm
6 mm
0.86
0.08
0.78
0.90
5.1
-
Pilkington Optifloat™ Clear 0.77
0.14
0.63
0.72
5.3
39
0.34
0.12
0.35
0.40
5.3
39
Hole drilling – rectangles Diameter: 38 mm ±1 mm Diameter: 19 mm ±1 mm Countersunk Position: Normally 60 mm from glass edge at corners and sometimes along edge. Other con gurations subject to con rmation. Tolerance: ±2 mm from one datum point Number: Up to 10
0.36
0.05
0.38
0.44
5.3
39
Method of production DuPont™ SentryGlas® or PVB.
10 mm
6 mm Pilkington Optifloat™ Clear
10 mm
6 mm
Pilkington Arctic Blue™
Pilkington Optifloat™ Clear
10 mm
6 mm
Technical data has been calculated according to BS EN 410 and BS EN 673. The above table has been updated to take into account the declared values of radiation and thermal properties required for CE Marking. Rw Value is indicative for PVB interlayer product only and will be subject to minor variations dependent upon the size of the glass panels and the number of fittings required.
Toughening Stress 10/12/15/19 mm glass: 6/8 mm glass:
Pilkington Planar™ Laminated Safety Glass – Glass Types Glass Type
Colour
6 mm
™
Pilkington Optifloat
Clear
4
4
Pilkington Optifloat™
Grey
4
4
Pilkington Optifloat
Bronze
4
4
Pilkington Optifloat™
Green
4
4
Pilkington Optiwhite™
Extra Clear
4
4
Pilkington Arctic Blue™
Blue
4
4
™
Pilkington Screen Printed Glass Pilkington Activ™ Clear Pilkington Activ™ Blue
10 mm 12 mm 15 mm 19 mm
All
4
4
Clear Blue
4 4
4 4
4
4
4
4
4
4
4
4
4
Bow Maximum bow:
Notes
Visual quality PVB Advances in PVB technology in recent years have led to improved edge stability. Under natural exposure conditions the edge of a PVB laminate will be of an acceptable quality when properly installed and maintained. However the possibility of minor delamination cannot entirely be excluded. When viewed from a distance of 3 m
Shape capability Rectangles and simple shapes. All tolerances will vary depending on the complexity of shape.
Pilkington Activ™ Clear Pilkington Activ™ Blue
laminate will be considered to be unacceptable if readily visible due to their size or quantity. DuPont™ SentryGlas® This interlayer technology delivers increased load bearing characteristics and improved overall durability. Laminates with exposed edges shall not develop defects at edges (including holes) as characterised by the Edge Stability Number (ESN), greater than a value of 200, with no defect extending greater than 3 mm normal to the chamfered blemishes set forth in ASTM C1172-03, Table 1. When viewed from a distance of 3 m will be considered to be unacceptable if readily visible due to their size or quantity. Distortion When laminating toughened or heat strengthened glasses together slight visible distortion in transmission due to the small lens effects will be noted with increase in viewing angle. The phenomenon is not normally a problem in roof glazing, but may be discernible in vertical glazing. On occasion such effects can be increased by the pection should be from a distance of 3 m and viewed at right angles to the glass.
Pilkington Toughened and Heat Soaked Glass Pilkington Heat Strengthened or Toughened and Heat Soaked Glass as required by design
0.15% 0.2%
t = 6 mm 0.05 mm t > 6 mm 0.02 mm 0.25 mm the short side and in coated glass should be glazed
Installation Whilst the Pilkington Planar™ system is completely weatherproof, the components are not designed to be left in contact with water for extended periods, and adequate ventilation or drainage should be provided to allow the system to dry out periodically. Weatherseals used around the periphery must be compatible with the Pilkington Planar™ system and approval from Pilkington Architectural should be sought prior to application.
(Float glass) (Ceramic coated glass)
Maximum screened area 2400 x 4500 mm (See enclosed data sheet for further details)
This publication provides only a general description of the products. Further, more detailed information may be obtained from your local
902 Fitting to Single Pilkington Planar™ Laminated Safety Glass
Notes
supplier of Pilkington products. It is the responsibility of the user to ensure that the use of these products is appropriate for any
Pilkington Planar Laminated Safety Glasses
particular application and that such use complies with all relevant legislation, standards, code of practice and other requirements. To the
™
are available with a selection of interlayers including PVB and DuPont™ SentryGlas®.
Washer
Interlayer
Spacer
Silicone perimeter seals must be compatible Springplate
with Pilkington Laminated Safety Glass. A wide range of glass combinations and a choice of clear, translucent and coloured interlayers are available with laminated glasses. Please refer to Pilkington Architectural for advice. In line with regulations applicable in many European countries, Pilkington Architectural recommend the use of laminated glass in overhead or sloping overhead glazing. Coloured, curved and solar control laminates are currently in development. Please refer to Pilkington Architectural for advice.
fullest extent permitted by applicable laws, Nippon Sheet Glass Co. Ltd. and its subsidiary companies disclaim all liability for any error in or omission from this publication and for all consequences of relying on it. DuPont™ and SentryGlas®
Stainless steel cup washer Stainless steel screw Pilkington Toughened and Heat Soaked Glass
Glass specification dependent on interlayer material
Pilkington
rchitectural
Prescot Road St Helens WA10 3TT United
ingdom
Telephone 01744 692000 Fax 01744 692880 pilkington www
respond.uk.com
pilkington
co
uk
planar
STRUCTURAL PRECAST SPECIFICATION 1.
SCOPE OF SPECIFICATION
1.1
Structural Precast Items This specification covers the design, manufacture and associated site work of various structural precast items, such as stairs/landings, terrace units, wall panels, ground beams etc.
1.2
Description of Structural Precast Items The structural precast items are designed and manufactured as reinforced precast concrete items.
2. 2.1
MATERIALS Standards: All materials and finished products are to be in accordance with the appropriate British Standards and this specification.
2.2
Concrete: The design strength of concrete used in the design and manufacture of these structural precast items is as follows:•
2.3
The compressive strength at 28 days is C40/50.
Admixture: An admixture complying with BS EN 934-2: 2009 will be included in the concrete.
2.4
Reinforcement: Reinforcement for reinforced precast concrete is generally high yield, high bond bars complying with the requirements of BS4449, BS4483 and BS EN 10080:2005.
3.
DESIGN
3.1
Code: The design of Bison units is in accordance with the requirements and recommendations of BS 8110:1997 “The Structural Use of Concrete”.
3.2
Durability: Structural precast items are suitable for a moderate exposure classification as defined in Table 3.2 of BS 8110:1997, however a product suitable for other exposure conditions may be provided.
3.3
Fire: Fire resistance is based upon the tabulated data contained within BS 8110: Part 2, Section 4. Units can be provided for fire periods of 1 hour or 2 hours.
3.4
Horizontal and Vertical Ties: Ties necessary to satisfy the requirements for accidental damage should be specified by the Engineer with the responsibility for the design of the overall structure in accordance with the relevant Codes of Practice.
4.
MANUFACTURE
4.1
Method of Manufacture: Structural precast items are manufactured in specially designed moulds of either timber or steel.
4.2
Dimensions: Structural precast items can be manufactured to any reasonable dimensions, however practical limits in relation to the manufacture process, use and construction must be considered.
Large range of plywood in stock
Large range of plywood in stock
search
tel: 01422 330444 email: panels@hanson-plywood.co.uk about
products
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plywood
The properties required of panels in EN 636 are shown in the table below:
MDF chipboard
Property
decorative veneered panels
fully committed to supporting all efforts to preserve the environment
door blanks resistant building boards panel processing technical data guide to standards
poplar marine flexible fire retardant softwood birch concrete formwork
Dimensional Tolerance Bonding Quality
Standard
Dry
Humid
Exterior
Bonding class 1
Bonding class 2
Bonding class 3
EN 315 EN 314-2
Plywood Panels comprising of at least three layers (or ‘plies’) of thin wood bonded together with an adhesive. Each ply is usually orientated at a right angle to the adjacent layer in order to improve strength and reduce the probability of shrinkage.
adverse effect on the service life of plywood.
Rain, either wind-driven or running down the facade of a building, can be rapidly absorbed by unprotected end grain of timber. Plywood contains much end grain around the edges which must be protected if satisfactory performance is to be achieved. If the edges are not protecteed, water can enter and give rise to stresses which can eventually cause splitting of the wood and separation of the veneers around the edges even of ‘exterior’ bonded panels. In the shorter term, it often gives rise to unsightly staining behind a finish and can lead to mould growth, blistering of paint and ultimately decay. It is, therefore, imperative that all edges of all panels are protected if satisfactory performance can be achieved.
Plywood type to EN 636
Water usually penetrates much more rapidly than is lost. This is particularly the case if Its entry is localised, such as through an area of improperly applied edge sealant. Under these conditions, water can be trapped for long periods behind fairly impermeable finishes, putting considerable demands on the durability or preservation treatment at the plywood and the adhesion of the finish.
Structural Mechanical Properties
Durability of Glue Bonds
Characteristic EN 636/EN 310/EN 12369-1 values or EN 789/EN 1058
Plywoods are produced with glue bonds which range from those suitable for interior uses only, to those which will withstand full exposure for long periods.
- Bending strength Nonstructural - Bending strength Formaldehyde Construction Emission Nonconstruction
EN 310 EN 13986
E1 or E2 E1 or E2 E1 or E2
EN 636/DD ENV 717-1/EN 717-2
E1 or E2 E1 or E2 E1 or E2
BS EN 314-2 Plywood bonding quality. Requirements defines three classes on the basis of test requirements that the plywood bond must meet: Class 1: Dry conditions (interior, dry uses) Class 2: Humid conditions (protected external service, 'damp' internal uses and limited exposure during construction) Class 3: Exterior conditions (exposure to weather over substantial periods or continuous exposure to relative high humidity)
The outer layers of the board are commonly referred to as the ‘face’ and ‘back’ and are graded based on quality. The intermediate layers are collectively known as the ‘core’. Plywood glue is graded for suitability for internal or external use.
Advice on Specification & Treatment of Exterior Plywood
Full Exterior Bonding
A full range of plywood in a wide variety of thicknesses, sizes and types are immediately available ex stock.
Exterior service, in building terms, covers a wide range of situations from full and severe exposure (sign boards, sea front facias) to sheltered and protected (soffits under porches and balconies). There are also applications other than in buildings that impose similar stresses on plywood in service.
Class 3 bonds are a requirement for plywood to comply with BS EN 636-3. The bonds are largely comparable with what were known as WBP - weather and boil-proof bonds (to BS 6566 Part 8, now withdrawn), except that the requirement that effectively they be made with phenolic-type glues has now been dropped. To qualify, the bond must now meet the stipulated test requirements.
special/coated blockboard
EN 636 gives minimum values for each of the classes and EN 12369-2 gives corresponding characteristic values for use with each of these classes. Plywood for use in construction must demonstrate compliance with the Construction Products Directive (CPD). The most straightforward route to achieving this is by demonstrating compliance with EN 13986, which can also involve the application of a CE mark.
OSB
hardwood
Large range of plywood in stock
EN 636 also introduces bending strength and modulus classes based on bending tests to EN 310. These give a designated strength (F) and modulus (E) parallel and perpendicular to the face grain. An example designation would therefore be F10/20.
Specification Plywood used in the UK is sourced from all over the world and is often manufactured to overseas standards. Plywood manufactured for construction purposes is specified in accordance with EN 636. Products claiming compliance with this standard must also carry the specified markings, which includes a reference to EN 636. This standard was originally in three parts, but was re-issued in 2003 in a single part as follows:
EN 636 : 2003 : Plywood - Specifications The 2003 edition of EN 363 retains the designations -1, -2 and -3 from the previous three part standard to represent dry, humid or exterior conditions of use. The environmental conditions for which each of these types of plywood are considered suitable are defined according to the parameters laid down for hazard classes in EN 335-3:1996 "Durability of wood and wood-based products - Definition of hazard classes of biological attack. Part 3. Application to wood-based panels." Dry conditions: for interior applications with no risk of wetting, defined in hazard as class 1, with a moisture content corresponding to environmental conditions of 20°C and 65% relative humidity. Humid conditions: for use in protected exterior applications as defined in hazard class 2, with a moisture content corresponding to environmental conditions of 20°C and 85% relative humidity.
Two different exterior situations where plywood has a long history of successful use can be recognised:
Exterior but protected - where direct wetting of surfaces and edges is unlikely once construction is completed - such usage (sheathing, soffits, sarking, roof decking, etc) is designated as Hazard Class 2 according to BS EN 335-1 1hazard classes of wood and wood-based products against biological attack. Classification of hazard classes and BS EN 336-3 Application to wood-based panels BS EN 636 2 Plywood - Specifications. Requirements for plywood for use in humid conditions is appropriate to these types of usage.
For further information on product specifications and suitability of purpose, call our experienced sales team on 01422 330444 home / news stories / site map / enquiry form / site designed and developed by PrimeCreative
Full exposure to weather (characterised by the possibility of high moisture content in service, driving rain and full exposure to sunlight). Examples include cladding, fascias, exterior doors. These uses are designated Hazard Class 3 in terms of the risk of biological attack (mould, stain, decay). BS EN 636-3 Plywood Specifications. Requirements for plywood for use in exterior conditions is appropriate to these types of usage.
The factors of exterior exposure that can be significant to the performance of plywood are:
Rain (particularly wind-driven) and where drying-out is slow. Fluctuations of relative humidity. Sunlight, particularly on south-facing aspects and dark coloured surfaces.
Exterior conditions: for use in unprotected external applications, as defined in hazard class 3, where the moisture contact will frequently be above 20%.
http://www.hanson-plywood.co.uk/products/plywood[04/03/2015 18:14:32]
Fungal organisms. Frost, insect attack and severe chemical pollution may sometimes also have an
http://www.hanson-plywood.co.uk/products/plywood[04/03/2015 18:14:32]
http://www.hanson-plywood.co.uk/products/plywood[04/03/2015 18:14:32]