tp5-en - northern metal roofing · alubel 28 profile sheet tek 28 profile permitted load table for...
TRANSCRIPT
69
70
1000
893
112
28
3676
112 12
28
TEK 28 profile
TEC
HN
ICA
L D
ATA
SH
EET
Made in: Aluminium
*(it is calculated in the dual hypothesis of perm. = 6,5 kN/cm2 and ƒ perm. = i/200)
The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case that also has to determine the application design specifications for the roofing in question
PERMITTED UNIFORM LOAD [kg/m2] ON 4 SUPPORTS
i [m] 1.00 1.20 1.40 1.60 1.80s [mm] perm perm perm perm perm perm perm perm perm perm
0,6 452 414 314 240 231 151 177 101 139 71
0,7 527 483 366 280 269 176 206 118 163 83
0,8 603 553 419 320 308 201 235 135 186 95
1,0 754 691 523 400 385 252 294 169 233 118
ALUMINIUM TECHNICAL SPECIFICATIONS (referring only to the metal sheet)
s p J W EJ M max Symbolss = sheet thicknessp = unit weightJ = moment of inertiaW = modulus of bending resistanceEJ = bending stiffnessM max = permitted bending moment( perm.= 6,5 kN/cm2)i = centre distance between supports
perm. = unit safety load ƒ perm. = maximum permitted straining
[mm] [kg/m2] [cm4/m] [cm3/m] [kN cm2/m] [kN cm/m]
0,6 2,05 9,22 6,83 63.536 44,39
0,7 2,39 10,76 7,97 74.136 51,81
0,8 2,73 12,30 9,11 84.747 59,21
1,0 3,42 15,38 11,39 105.968 74,03
71
1000
893
112
28
3676
112 12
28
TEK 28 profile
Made in: Steel
TEC
HN
ICA
L D
ATA
SH
EET
*(it is calculated in the dual hypothesis of perm. = 1400 kg/cm2 = 13,73 kN/cm2 and ƒ perm. = i/200)The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case that also has to determine the application design specifications for the roofing in question
PERMITTED UNIFORM LOAD [kg/m2] ON 4 SUPPORTS
i [m] 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00
s [mm] perm perm perm perm perm perm perm perm perm perm perm perm perm perm perm perm perm perm
0,5 501 1.032 321 528 223 306 164 193 126 129 99 91 80 66 66 50 56 380,6 678 1.239 434 634 301 367 221 231 169 155 134 109 108 79 90 60 75 460,7 878 1.446 562 740 390 428 287 270 219 181 173 127 140 93 116 70 98 540,8 1.103 1.653 706 846 490 490 360 308 276 207 218 145 177 106 146 79 123 611,0 1.567 2.067 1.003 1.058 696 612 512 386 392 258 309 181 251 132 207 99 174 76
STEEL TECHNICAL SPECIFICATIONS (referring only to the metal sheet)
s p J W EJ M max Symbolss = sheet thicknessp = unit weightJ = moment of inertiaW = modulus of bending resistanceEJ = bending stiffnessM max = permitted bending moment( perm.= 13,73 kN/cm2)i = centre distance between supports
perm. = unit safety load ƒ perm. = maximum permitted straining
[mm] [kg/m2] [cm4/m] [cm3/m] [kN cm2/m] [kN cm/m]
0,5 4,88 7,68 3,58 158.208 49,15
0,6 5,85 9,22 4,84 189.932 66,45
0,7 6,83 10,76 6,27 221.656 86,09
0,8 7,81 12,30 7,88 253.380 108,19
1,0 9,76 15,38 11,19 316.828 153,64
72
1000
893
112
28
3676
112 12
28
1000
TEK 28 profile
TEC
HN
ICA
L D
ATA
SH
EET
Made in: Copper
*(it is calculated in the dual hypothesis of perm. = 1000 kg/cm2 and ƒ perm. = i/200)The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case that also has to determine the application design specifications for the roofing in question
COPPER TECHNICAL SPECIFICATIONS (referring only to the metal sheet)
s p J W EJ M max Symbolss = sheet thicknessp = unit weightJ = moment of inertiaW = modulus of bending resistanceEJ = bending stiffnessM max = permitted bending moment( perm.= 9,8 kN/cm2)i = centre distance between supports
perm. = unit safety load ƒ perm. = maximum permitted straining
[mm] [kg/m2] [cm4/m] [cm3/m] [kN cm2/m] [kN cm/m]
0,5 5,57 7,68 3,58 90.393 35,1
0,6 6,69 9,22 4,84 108.519 47,4
0,7 7,80 10,76 6,27 126.645 61,4
0,8 8,92 12,30 7,88 144.771 77,2
1,0 11,15 15,38 11,19 181.022 109,6
PERMITTED UNIFORM LOAD [kg/m2] ON 4 SUPPORTS
i [m] 1,00 1,20 1,40 1,60 1,80
s [mm] perm perm perm perm perm perm perm perm perm perm
0,5 358 590 248 341 183 215 140 144 111 1010,6 484 708 336 410 247 258 189 173 149 1210,7 627 826 435 478 320 301 245 202 194 1420,8 788 944 547 547 402 344 308 230 244 1621,0 1.119 1.181 777 683 571 430 437 288 345 202
73
R5000
TEK 28 profile
R5000
The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case that also has to determine the application design specifications for the roofing in question
Position of the 8 fixings on each side. Fixing in the low corrugation is allowed only on “Y” beam type structures
Steel
TEC
HN
ICA
L D
ATA
SH
EET
centre distance
PERMITTED UNIFORM LOAD in kg/m2
center distance of the supports (i)
thickness 3,0 m 3,5 m
0,7 mm 180 -
0,8 mm 220 210
1,0 mm 270 250
LOAD TABLE FOR THE RADIUS 5 CURVED ALUBEL 28 PROFILE SHEET
74
R3000
1 2 3 4
TEC
HN
ICA
L D
ATA
SH
EET
Aluminium
Position of the 4 fixings on each side. Fixing in the low corrugation is allowed only on “Y” beam type structures
Uniformly distributed load, expressed in kg/m2
perm. = 6,5 kN/cm2
number of fixings on each side (to be put on the low part of the corrugation) with 6,3 mm ø steel fixings necessary to support the permitted load (predefined as 4 fixings on each side).The treadable surface has been verified as per Italian Ministerial Decree 16/01/1996 par. 5.2.
The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case that also has to determine the application design specifications for the roofing in question.
centre distance
LOAD TABLE FOR RADIUS 3 CURVED ALUBEL 28 PROFILE SHEET
TEK 28 profile
PERMITTED LOAD TABLE FOR A CURVED ALUMINIUM ALUBEL 28 PROFILE R = 3 M WITH 4 PREDEFINED FIXINGS ON EACH SIDE
Clear span (m)
thickness 1,5 m 2,0 m 2,5 m 3,0 m
0,7 mm 106 - - -
0,8 mm 120* 113 - -
1,0 mm 153* 150* 143 140
75
R3000
1 2 3 4
TEC
HN
ICA
L D
ATA
SH
EET LOAD TABLE FOR THE RADIUS 3 CURVED ALUBEL
28 PROFILE SHEET
Uniformly distributed load, expressed in kg/m2
perm. = 1400 kg/cm2
number of fixings on each side (to be put on the low part of the corrugation) with 6,3 mm ø steel fixings necessary to support the permitted load (predefined as 4 fixings on each side).The treadable surface has been verified as per Italian Ministerial Decree 16/01/1996 par. 5.2.
The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case that also has to determine the application design specifications for the roofing in question.
Position of the 4 fixings on each side. Fixing in the low corrugation is allowed only on “Y” beam type structures
Steel
centre distance
TEK 28 profile
PERMITTED LOAD TABLE FOR A CURVED STEEL ALUBEL 28 PROFILE R = 3 M WITH 4 PREDEFINED FIXINGS ON EACH SIDE
Clear span (m)thickness 1,5 m 2,0 m 2,5 m 3,0 m 3,5 m 4,0 m
0,5 mm 135 131 - - - -0,6 mm 162* 158 154 - - -0,7 mm 189* 184* 180* 175 - -0,8 mm 216* 210* 205* 200* 194* -1.0 mm 271* 263* 257* 250* 243* 234
76
R3000
1 2 3 4
TEK 28 profile
TEC
HN
ICA
L D
ATA
SH
EET LOAD TABLE FOR THE RADIUS 3 CURVED ALUBEL 28 PROFILE SHEET
Aluzinc
Uniformly distributed load, expressed in kg/m2
perm. = 1400 kg/cm2
number of fixings on each side (to be put on the low part of the corrugation) with 6,3 mm ø steel fixings necessary to support the permitted load (predefined as 4 fixings on each side).The treadable surface has been verified as per Italian Ministerial Decree 16/01/1996 par. 5.2.
The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case that also has to determine the application design specifications for the roofing in question.
Position of the 4 fixings on each side. Fixing in the low corrugation is allowed only on “Y” beam type structures
centre distance
PERMITTED LOAD TABLE FOR A CURVED ALUZINC ALUBEL 28 PROFILE R = 3 M WITH 4 PREDEFINED FIXINGS ON EACH SIDE
Clear span (m)thickness 1,5 m 2,0 m 2,5 m 3,0 m 3,5 m 4,0 m
0,5 mm 135 131 - - - -0,6 mm 162* 158 154 - - -0,7 mm 189* 184* 180* 175 - -0,8 mm 216* 210* 205* 200* 194* -1.0 mm 271* 263* 257* 250* 243* 234
77
SBA
Ri
50
150
TEK 28 profile
UNIFORM CURVATURE BY NOTCHING
SHEE
T TO
OLI
NG
UNIFORM CURVATURE BY NOTCHING
S max sheet length
Ri alluminium other materials
from 3 to 4 m max 5 m max 4 m
da 4 a 6 m max 6 m max 6 m
78
B
A
S
a
RiP
TEK 28 profile
PARTIAL CURVATURE BY NOTCHING
SHEE
T TO
OLI
NG
SymbolsA initial section min 50 max 2000 mm
B end section min 50 max 2000 mm
S curve development min 100 mm
A+B+S total development (aluminium) max 5000* mm
A+B+S total development (other mater.) max 5000* mm
Ri inside radius min 400 mm
P impression distance min 35 mm
a de ection an le(aluminium) min 1° max 3°
a an olo di de essione (other materials) min 1° max 2° (steel)
* total variable development based on the inside radius
79
P
S
BAmax 4000 max 4000
TEK 28 profile
SHEE
T TO
OLI
NGNOTCHING IN THE MIDDLE
Sheet curved only in the centre to form the rid e and the oinin of t o pitches (achieved by means of a set of impressions in the middle of the sheet).
he len th of the strai ht se ments and varies from a minimum of 50 mm to a maximum of 4000 mm.
S max sheet length
P aluminium other materials
from 6 to 12% max 10 m max 6 m
from 12 to 15% max 10 m max 6 m
from 15 to 20% max 8 m max 6 m
from 20 to 25% max 8 m max 4 m
80
Y
CBA
Y
CBA
CONTROLLED STRAINING
SHEE
T TO
OLI
NG
TEK 28 profile
TOOLING DIMENSIONS
minimum maximum
A 200 mm 4000 mm
B 200 mm 4000 mm
A + B -- 6000 mm
C 105° 160°
Y bevelled sheet
81
T
L
Laying direction Laying direction
TEK 28 profile
SHEE
T TO
OLI
NGEQUIPPED FOR OVERLAPPING SKIMMING CUT
Double overlapping:- minimum length 4500 mm- maximum length 13500 mm
LEFT OVERLAPcutting and tape
RIGHT OVERLAPcutting and tape
PLEASE NOTE: as far as concerns the standard production of sheets without “pre-cut” for overlapping, minimum length is 2200 mm
L min 2200 mm - max 135000 mm
T min 150 mm - max 300mmstandard measurements: 150-200-250-300 mm
82
100
200 200
280 280
36
246
280
250
TEK 28 profile
AC
CES
SORI
ES
Pressed hinged ridgeminimum development 625 mm
Notched, hinged ridgedevelopment 834 mmlength 2800 mm
Curved ridgeminimum development 500 mm
Pressed shed ridgeminimum development 625 mm
83
L2
L1
850
218150
33120
15
105
280120
67
33
TEK 28 profile
AC
CES
SORI
ES
Pressed wall pitch connectionminimum development 417 mm
Notched wallpitch connectionminimum development 417 mm
Metal corrugation closuredevelopment 100 mm
Chimney converse base element In aluminium L1 = 1000 mm L2 = 1250 mm L2 = 1500 mmIn stainless steel L1 = 510 mm L2 =1000 mm
84
101
70
150
35
Under/over corrugation seal
Openable frameManual
Basic element for skylightsIn fibreglass
Press formed snow stopdevelopment 417 mm
TEK 28 profile
AC
CES
SORI
ES
85
470
Openable frameElectric
TEK 28 profile
AC
CES
SORI
ES
Sicurtetto walkwayraw aluminium3600 mm barsweight: 2,8 kg/m
86
1010
896
36 7627
,5
20 20
112 35
3676
112 20
27,5
Tek 28 polycarbonate profile
AC
CES
SORI
ES
1. The data given above are not a substitute for any locally existing directives.
2. The centre distance between the supports is calculated based on the characteristics of the material, sheet bending, the potential thrust of the wind and snow load, hail and on other applicable factors in accordance with common construction practices, professional experience and previous direct experience.
3. The above mentioned table refers to polycarbonate sheets supported by load bearing panels on both sides.
The contents of this calculation table are to be considered approximate and purely indicative. The structural calculation is the task of the designer and/or user in each single case.
Load[kg/m2]
thickness 1 mmSingle span Multiple span
50 1350 1550
75 1150 1350
100 1000 1200
125 900 1050
150 1200 1320
87
Tek 28 polycarbonate profile
AC
CES
SORI
ES
The 28 polycarbonate profile sheets are the ideal solution for skylights and transparent roofing.
Safety
Do not walk on the Alubel 28 polycarbonate profile sheets prior to, during or after installation.
Always work in accordance with the safety standards.
Laying
The Alubel 28 polycarbonate profile sheets must be laid avoiding all ten-sion.
Do not pull, force or twist Alubel 28 polycarbonate profile sheets if they do not match the metal profile perfectly.
Always lay the UV protected side externally.
Laying sequence must always be opposite to the main direction of the wind.
88
3 2
1
Tek 28 polycarbonate profile
AC
CES
SORI
ES
Positioning the fixings – Odd top
EPDM point stitcher fixings
point stitcher fixings
slant
laying direction
Positioning the sheets
Laying and fixing flat roofing 1. Begin fixing from the top where the Alubel 28 polycarbonate profile
sheet overlaps the metal sheet. 2. Secure the fixings on the second purlin in the same sequence.
Position the next sheet following the same fixing sequence.3. Fix the point stitcher fixings on the polycarbonate-polycarbonate
overlaps, starting from the side where the Alubel 28 polycarbonate profile sheet overlaps the metal sheet. Install point stitcher fixings about every 300 mm.
89
AC
CES
SORI
ES
Tek 28 polycarbonate profile
Curved roofing: external fixings. Fixing on each top
Metal profile side overlaps
Laying and fixing curved roofing
Minimum curving radius: 5 metres.
Install the fixings on all the profile’s corrugations.
Install point stitcher fixings on the side overlaps, approximately every 300 mm.
Use of curved metal profiles where the side overlaps are is recommended.
90
Tek 28 polycarbonate profile
AC
CES
SORI
ES Side overlap
Start from the side where the Alubel 28 polycarbonate profile sheet overlaps the metal sheet.
The opposite side of the Alubel 28 polycarbonate profile sheet must be overlapped by the next Alubel 28 polycarbonate profile sheet.
Head overlap
Lay so it is aligned with the metal sheet.
Maximum overlap: 15 cm from the fixing line.
Minimum overlap: 5 cm from the fixing line.
Apply the seal along the fixing line or two seals on the sides of the fixing line itself.
Fixings and seals
Metal purlins - 6,3 x 65 mm self-drilling fixings. Wood purlins - 6,5x 70 mm wood fixings.EPDM seal, 55 or 65 Shore hardness, 25 mm øNever use PVC or metal seals that have not been approved. The use of ALUBLOK fixings is recommended.In the case of curved roofing, it is advisable to use caps shaped to match the corrugation, like the one shown here.
91
90°
Tek 28 polycarbonate profile
AC
CES
SORI
ESFixing suggestions
Use suitable fixing tools.
The fixing must be secured at a right angle with the sheet.
IMPORTANT: never over tighten the fixings!
Cutting tools
Handheld or table saw with fine teeth.
Metal shears.
Cut at a high rotation speed and low forward feed speed.
92
Tek 28 polycarbonate profile
AC
CES
SORI
ES Storing
Store in the shade and protect from direct sunlight and rain.
Do not cover with materials that absorb heat.
Avoid contact with chemicals.
Protect the sheets from all possible damage.
Fitting the seals
Clean the surface before putting the seal in place.
Put the seal in place gradually and evenly without any tension.
Apply a strip along the fixing line or two on its sides.
Accessories
Only use accessories approved by Alubel
Silicone.
Seals in butyl rubber or foam materials.
Closing elements.
93
TEK 28 profile
AC
CES
SORI
ESIMPORTANT NOTES
Make sure the UV protected side is always on the outside.
Always install with compatible corrugated profiles.
Avoid all tension sources.
Pre-drill the fixing point making holes that are 2 mm bigger than the diameter of the fixing when fixing the base of the corrugation.
Do not over tighten the fixings.
Avoid contact with chemicals or installation where there are corrosive substances.
Only use compatible accessories, i.e. seals, silicones, sealants, clo-sing elements etc. Soft PVC looks just like EPDM but it is not appro-ved for use with polycarbonate sheets.
Avoid contact with non compatible chemicals, including lubricants for aluminium.
94
Straight translucent sheets in fibreglass with 1,8 kg/m2 Melinex
Curved translucent sheets r = 3 m in fibreglass with 2,1 kg/m2 Melinex
TEK 28 profile
Translucent polycarbonate sheets Colour: neutral white
AC
CES
SORI
ES
95
20 cm
25 cm
30 cm
25
17
1110
46%
30%
20%17%
7 12%4 7%
TEK 28 profile
INST
ALL
ATI
ON
INST
RUC
TIO
NSOVERLAPPING VALUES
96
01
06
0504
03
02
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES SIDE WALL CONNECTION TYPE 1
01 ORIGINAL REINFORCED CONCRETE STRUCTURE02 WALL/PITCH CONNECTION03 WALL COVERING
04 TEK 28 SHEET05 GALVANISED SHEET OMEGA06 INSULATING MATERIAL
97
01
0304
02
07
0605
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ESSIDE WALL CONNECTION TYPE 2
01 ORIGINAL REINFORCED CONCRETE STRUCTURE02 WALL/PITCH CONNECTION03 TEK 28 CLADDING SHEET04 WALL COVERING
05 TEK 28 SHEET06 GALVANISED SHEET OMEGA07 INSULATING MATERIAL
98
01
02030405
06
07
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES PITCH ROOFING + WALL CLADDING
01 ORIGINAL REINFORCED CONCRETE STRUCTURE02 TEK 28 SHEET03 INSULATING MATERIAL04 WOOD SLAT
05 CONNECTION WITH THE VERTICAL WALL06 TEK 28 CLADDING SHEET 07 CONNECTION WITH THE VERTICAL WALL
99
01
04 03 02
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ESSIDE CLOSURE
01 C
LOSI
NG
SHEE
T M
ETAL
FLA
SHIN
G02
TEK
28
SHEE
T03
WOO
D SL
AT04
INSU
LATI
NG
MAT
ERIA
L
100
01
020304
05
0607
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES WALL CONNECTION, TYPE 2
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 W
ALL/
PITC
H CO
NN
ECTI
ON03
TEK
28
SHEE
T04
WAL
L CO
VERI
NG
05 G
ALVA
NIS
ED S
HEET
OM
EGA
06 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
07 IN
SULA
TIN
G M
ATER
IAL
101
03 02 01
04
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ESCHANGE IN THE SLANT+LAYING DIRECTION
01 T
EK 2
8 SH
EET
02 IN
SULA
TIN
G M
ATER
IAL
03 W
OOD
SLAT
04 C
ONN
ECTI
NG
SHEE
T M
ETAL
FLA
SHIN
G
102
04 03 02 01
07 06 05
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES AERATED WALL CONNECTION
01 M
ATCH
BOAR
DING
BOA
RD/P
LANK
02 S
TEAM
BAR
RIER
/STO
P03
INSU
LATI
NG M
ATER
IAL
04 W
OOD
SLAT
FOR
VENT
ILATI
ON
05 T
EK 2
8 SH
EET
06 W
OOD
SLAT
07 M
ICRO
PERF
ORAT
ED W
ALL C
ONNE
CTIO
N
103
01
02
03
04
05
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ESREAR CLOSURE CONNECTION
01 ORIGINAL REINFORCED CONCRETE STRUCTURE02 TEK 28 SHEET03 WOOD SLAT
04 INSULATING MATERIAL05 REAR CLOSURE CONNECTION
104
01
0204 0305
070806
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES WALL CONNECTION, TYPE 1
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 W
ALL/
PITC
H CO
NN
ECTI
ON03
TEK
28
SHEE
T04
SIL
ICON
ING
05 W
ALL
COVE
RIN
G
06 G
ALVA
NIS
ED S
HEET
OM
EGA
07 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
08 IN
SULA
TIN
G M
ATER
IAL
105
01
02030405
TEK 28 profile
CHANGE IN THE SLANT
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 T
EK 2
8 SH
EET
03 W
OOD
SLAT
04 IN
SULA
TIN
G M
ATER
IAL
05 C
ONN
ECTI
NG
SHEE
T M
ETAL
FLA
SHIN
G
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES
106
01
02030406 05
TEK 28 profile
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES JOINT
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 T
EK 2
8 SH
EET
03 IN
SULA
TIN
G M
ATER
IAL
04 W
OOD
SLAT
05 W
OOD
BEAM
06 J
OIN
T
107
01
04 03 02
05
08 07 06
TEK 28 profile
PROJECTING ELEMENT CONNECTION
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 IN
SULA
TIN
G M
ATER
IAL
03 G
UTTE
R04
WAL
L CO
VERI
NG
05 F
LASH
ING
06 T
EK 2
8 SH
EET
07 G
ALVA
NIS
ED S
HEET
OM
EGA
08 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
CO
NN
ECTI
ON
S –
TEC
HN
ICA
L N
OD
ES
108
04 03 02
0508 07 06
01
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ES SIDE GUTTER, TYPE 2
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 F
LASH
ING
03 W
OOD
SLAT
04 G
UTTE
R
05 G
ALVA
NIS
ED S
HEET
OM
EGA
06 T
EK 2
8 SH
EET
07 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
08 IN
SULA
TIN
G M
ATER
IAL
109
01
04 03 02
0508 07 06
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ESSIDE GUTTER, TYPE 1
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 F
LASH
ING
03 W
OOD
SLAT
04 G
UTTE
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05 W
OOD
SLAT
06 T
EK 2
8 SH
EET
07 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
08 IN
SULA
TIN
G M
ATER
IAL
110
01
0203
0405
06070809
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ES GUTTER WITH VERTICAL CLADDING
01 O
RIGI
NAL
REI
NFO
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CON
CRET
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RUCT
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02 F
LASH
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03 G
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TEK
28 S
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05
WAL
L CO
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06 W
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07 T
EK 2
8 SH
EET
08 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
09 IN
SULA
TIN
G M
ATER
IAL
111
01
0203
04
050608 07
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ESSIDE GUTTER, TYPE 2
01 O
RIGI
NAL
REI
NFO
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CON
CRET
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02 F
LASH
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03 G
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05 W
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06 T
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8 SH
EET
07 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
08 IN
SULA
TIN
G M
ATER
IAL
112
0201
030405
06
070809
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ES CANTILEVERED GUTTER WITH VENTILATION
01 TIE ROD02 GUTTER SUPPORT03 MICROPERFORATED SHEET METAL FLASHING04 STEAM BARRIERS/STOP05 MATCHBOARDING BOARD/PLANK
06 WOOD SLAT07 INSULATING MATERIAL08 WOOD SLAT FOR VENTILATION09 TEK 28 SHEET
113
01
02030407 06 05
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ESCOMPLUVIUM
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
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RUCT
URE
02 T
EK 2
8 SH
EET
03 A
DJUS
TABL
E GA
LVAN
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STE
EL F
EET
04 IN
SULA
TIN
G M
ATER
IAL
05 F
LASH
ING
06 G
ALVA
NIS
ED S
HEET
OM
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07 G
UTTE
R
114
080910
02
040506
03
01
07
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ES SIDE GUTTER, TYPE 1
01 O
RIGI
NAL
REI
NFO
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CON
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02 F
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03 S
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05 C
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06 W
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FEE
T10
INSU
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NG
MAT
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L
115
01
02
08
03040506
07
09
10 12
11
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ESHEAD GUTTER
01 O
RIGI
NAL R
EINF
ORCE
D CO
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03 V
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06 S
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TEK
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11 IN
SULA
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MAT
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ADJ
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BLE
GALV
ANIS
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TEEL
FEET
116
01
02
03
04050607
08
11 1009
12
TEK 28 profile
GU
TTER
S –
TEC
HN
ICA
L N
OD
ES SIDE GUTTER
01 O
RIGI
NAL R
EINF
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D CO
NCRE
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03 A
DJUS
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STE
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05 G
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08 W
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INSU
LATI
NG M
ATER
IAL
12 G
ALVA
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D SH
EET
OMEG
A
117
01
02030407 06 05
TEK 28 profile
RID
GES
– T
ECH
NIC
AL
NO
DESRIDGE WITH SUBSTRUCTURE TYPE 1
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 T
EK 2
8 SH
EET
03 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
04 IN
SULA
TIN
G M
ATER
IAL
05 R
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PORT
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BRAC
KET
06 G
ALVA
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HEET
OM
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07 R
IDGE
118
04 03 02
07 06 05
01
TEK 28 profile
RID
GES
– T
ECH
NIC
AL
NO
DES RIDGE WITH SUBSTRUCTURE TYPE 2
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 T
EK 2
8 SH
EET
03 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
04 IN
SULA
TIN
G M
ATER
IAL
05 R
IDGE
SUP
PORT
ING
BRAC
KET
06 W
OOD
SLAT
07 R
IDGE
119
03 02 01
040506
TEK 28 profile
RID
GES
– T
ECH
NIC
AL
NO
DESRIDGE ON A WOODEN STRUCTURE
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
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RUCT
URE
02 S
TEAM
BAR
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/STO
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BOAR
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04 T
EK 2
8 SH
EET
05 W
OOD
SLAT
06 H
INGE
D RI
DGE
120
04 03 02
08
0506
07
01
TEK 28 profile
RID
GES
– T
ECH
NIC
AL
NO
DES AERATED RIDGE
01 W
OOD
SLAT
FOR
VEN
TILA
TION
02 IN
SULA
TIN
G M
ATER
IAL
03 S
TEAM
BAR
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/STO
P04
MAT
CHBO
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NG
BOAR
D/PL
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05 T
EK 2
8 SH
EET
06 W
OOD
SLAT
07 M
ICRO
PERF
ORAT
ED S
HEET
MET
AL F
LASH
ING
08 R
IDGE
121
01020304050607
TEK 28 profile
RID
GES
– T
ECH
NIC
AL
NO
DESRIDGE ON AN IRON STRUCTURE
01 IR
ON S
TRUC
TURE
02 B
END
FOR
RIDG
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VERI
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03 A
LUBE
L 28
-40-
44 T
YPE
CORR
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HEET
04 W
OOD
SLAT
05 T
EK 2
8 SH
EET
06 H
INGE
D RI
DGE
07 IN
SULA
TIN
G M
ATER
IAL
122
01
02
0305
07 06
09
04
08
TEK 28 profile
RID
GES
– T
ECH
NIC
AL
NO
DES RIDGE WITH SUBSTRUCTURE
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 IN
SULA
TIN
G M
ATER
IAL
03 T
EK 2
8 SH
EET
04 G
ALVA
NIS
ED S
HEET
OM
EGA
05 R
IDGE
06 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
07 G
ALVA
NIS
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HEET
OM
EGA
08 G
ALVA
NIS
ED S
HEET
OM
EGA
09 C
LOSU
RE S
HEET
123
03 0205 04
01
TEK 28 profile
SEC
TIO
NS
– TE
CH
NIC
AL
NO
DESSECTION TYPE OMEGA
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
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RUCT
URE
02 G
ALVA
NIS
ED S
HEET
OM
EGA
03 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
04 T
EK 2
8 SH
EET
05 IN
SULA
TIN
G M
ATER
IAL
124
01
03 0205 04
TEK 28 profile
SEC
TIO
NS
– TE
CH
NIC
AL
NO
DES SECTION TYPE WITH SLATS
01 O
RIGI
NAL
REI
NFO
RCED
CON
CRET
E ST
RUCT
URE
02 W
OOD
SLAT
03 A
DJUS
TABL
E GA
LVAN
ISED
STE
EL F
EET
04 T
EK 2
8 SH
EET
05 IN
SULA
TIN
G M
ATER
IAL