spitfire p560 powder actuated tool - itw constructions · spitfire p560 powder actuated tool....
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Tool SpecificationsName SPITFIRE P560
Impact force 520 J
Weight 4.23 kg (3.7 kg single shot version)
Overall dimension L x D x H 363 x 277 x 77 mm (363 x 215 x 77 mm single shot version)
Cartridge caliber 6.3/16 (10 loads in disc)
Disc loads colours Green, yellow, blue, red, black
Fastener lengths 26mm
CharacteristicsSpecialised tool for cladding, roofing & decking
Automatic cartridge advance
No mechanical power adjustment
Quick un-lock system
Easy maintenance
Different nose adaptors
Stability STAB system
Safety SpecificationsC.I.P agreement 001144
Indirect action class A1 (A*), velocity < 100 m/s
Complete tool pressure necessary to generate the shot
Window to check disc presence
Noise level at operator, EN 12549: LWA, 1s = 117 dB(A) / LpA, 1s, 1m = 104 dB(A) / LpA, 1s, 0 = 107 dB(A)
Vibration, EN ISO 8662-11: 7.6 m-s-2
Accessories ConsumablesMagazine SBR 14 Collated, HSBR 14 Collated
Single Shot Pin Guide SBR 14, HSBR 14
Spitfire P560 Powder Actuated Tool
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Tool SpecificationsName SPITFIRE P370 SINGLE SHOT SPITFIRE P370 WITH MAGAZINE
Impact force 340 J 340 J
Weight 2.8 kg 3.2 kg
Overall dimension L x D x H 435 x 69 x 208 mm 450 x 69 x 240 mm
Cartridge caliber 6.3/10 (10 loads in disc) 6.3/10 (10 loads in disc)
Disc loads colours Brown, green, yellow, red Brown, green, yellow, red
Nail capacity 1 in pin guide 10 in magazine (1 strip)
Fastener lengths 15 - 70mm (80 & 90 if pre-driven) 15 - 60mm collated
CharacteristicsAutomatic piston return by rubber spring
Universal fully automatic tool (1 nail per second with magazine)
Power adjustment by wheel with indicator
Different nose adaptors for different applications
Safety SpecificationsC.I.P agreement 001137 / BSI Kitemark agreement KM05325
Indirect action class A1 (A*), velocity < 100 m/s
Complete contact pressure necessary to generate the shot
Shock energy absorber for comfort
Easy and quick maintenance
Window to check disc presence
Noise level at operator, EN 12549: LWA, 1s = 114 dB(A) / LpA, 1s, 1m = 101 dB(A) / LpA, 1s, 0 = 105 dB(A)
Vibration, EN ISO 8662-11: 6.6 m-s-2
Accessories ConsumablesMagazine C9, CR9, CR9P, SC9, SBR9, SA9, CT30, C9 Clip A, Formwork Spacer,
Shuttering Spacer, CR9TP
Single Shot Pin Guide C9, SC9 (15 to 60mm collated)
Kit CI 40 to 120 CI-6 & CI-9
Kit SA12-8 SA12-8 + RE 25 to 40
Spitfire P370 Powder Actuated Tool
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Spit P230 Powder Actuated Tool
Tool SpecificationsName SPIT P230
Impact force 530 J
Weight 3.6 kg
Overall dimension L x D x H 354 x 70 x 200 mm
Cartridge caliber 6.3/16 (10 loads in disc)
Disc loads colours Green, yellow, blue, red, black
Fastener lengths 26mm
CharacteristicsAutomatic cartridge advance
Semi-automatic tool
No mechanical power adjustment
Reliability
Easy maintenance
Specialised tool for cladding, roofing & decking
M.A.C. system
Safety SpecificationsC.I.P agreement 001035
Indirect action class A1 (A*), velocity < 100 m/s
Complete tool pressure necessary to generate the shot
Window to check disc presence
M.A.C. system
Noise level at operator, EN 12549: LWA, 1s = 116 dB(A) / LpA, 1s, 1m = 103 dB(A) / LpA, 1s, 0 = 107 dB(A)
Vibration, EN ISO 8662-11: 9.1 m-s-2
Accessories ConsumablesSpecial pin guide for 3mm steel SBR 14, HSBR 14
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Spitfire P525L Powder Actuated Tool
Tool SpecificationsName SPITFIRE P525L
Impact force 560 J
Weight 10.5 kg
Overall dimension L x D x H 1000 x 130 x 230 mm
Cartridge caliber 6.3/16 (10 loads in disc)
Disc loads colours Green, yellow, blue, red, black
Fastener lengths 26mm
CharacteristicsAutomatic cartridge advance
Fully automatic tool (1000 pins per hour)
No mechanical power adjustment
34 pin magazine in tube
Easy maintenance
Only use for roofing & decking
M.A.C. system
Safety SpecificationsC.I.P agreement 001139 / BSI Kitemark agreement KM05325
Indirect action class A1 (A*), velocity < 100 m/s
Complete tool pressure necessary to generate the shot
Window to check disc presence
M.A.C. system
Noise level at operator, EN 12549: LWA, 1s = 117 dB(A) / LpA, 1s, 1m = 104 dB(A) / LpA, 1s, 0 = 104 dB(A)
Vibration, EN ISO 8662-11: 3.3 m-s-2
Accessories ConsumablesSpecial pin guide for 3mm steel SBR 14, HSBR 14
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PAT HSBR 14 Pins
Eurocode 011390 (single shot) - P560 & P230
Eurocode 053953 (collated) - P560
Eurocode 011391 (in tube) - P525L
Application limit
Thic
kness
of
base
m
ate
rial (m
m)
Ultimate tensile strength of base material (N/mm2)
350
6
10
15
20
400 450 500 550 600 650 700 740
Designation according to European standard EN 10027-1
S235 S275 S355 E335
Fixing control
HE≥6
Max
i 10.
5 m
mM
ini 5
mm
h
E≥3
Control card
Thickness of base material
Hmin(1)
(mm)Hmax
(1) (mm)
h ≥ 6 mm 5 10.5
(1) Values obtained with 0.75 mm steel sheet.
Description
¬ Cladding panels / roofing
Material properties
The HSBR 14 nails are composed of :
¬ Carbon steel shank• Ultimate tensile strength : 2300 N/mm2
• Yield strength : 1600 N/mm2
• Mechanical zinc plating, min zinc coating 10 µm
¬ Steel washer• Min zinc coating 8 µm
• Electrogalvanised
• The washer is designed to give effective clamping force
Tools
P560 - P230 - P525L
Power settingTh
ickn
ess
of
stee
l bas
e m
ater
ial (m
m)
Thickness of sheeting (mm)0
5
4
3
6
7
8
9
12
11
10
13
14
15
16
19
18
17
20
21
22
1 2 3 4 5
Very highBlack
Very highRed
HighBlue
25.5
Ø 14
Ø 4.5
Ø 14
1/2
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PAT HSBR 14 Pins
¬ Base material :
Resistance of base material S235 and with a thickness higher than 6mm.
According to European Technical Approval ETA N° 08/0040
¬ Steel sheets and style of anchoring :
A
B
1 Sheet 2 Sheets
C
D
2 Sheets 4 Sheets
Sheet thickness
(mm)
Characteristic loads [kN] Design loads [kN] Recommended loads [kN] Style of anchoringShear Tensile Shear Tensile Shear Tensile
VRk NRk VRd NRd VRec NRec
0.63 4.2 5.3 3.4 4.2 2.2 2.8 A B C D
0.75 5.8 6.6 4.6 5.3 3.1 3.5 A B C D
0.88 7.7 7.7 6.2 6.2 4.1 4.1 A B C D
1.00 8.6 8.2 6.9 6.6 4.6 4.4 A B C D
1.13 9.1 9.1 7.3 7.3 4.9 4.9 A
1.25 9.5 9.5 7.6 7.6 5.1 5.1 A
1.50 10.0 10.1 8.0 8.1 5.3 5.4 A
1.75 10.0 10.3 8.0 8.2 5.3 5.5 A
2.00 10.0 10.4 8.0 8.3 5.3 5.5 A
2.50 10.0 10.5 8.0 8.4 5.3 5.6 A
VRd = VRk / γM : the design load is calculated from the characteristic load and a partial safety factor γM = 1.25.
NRd = acycl x NRk / γM : the design load is calculated from the characteristic load and a partial safety factor γM = 1.25 and acycl = 1.
For the calculation of the recommended load, we applied the partial safety factor γF = 1.5.
2/2
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PAT SBR 14 Pins
Application limit
Thic
knes
s of
bas
e m
ater
ial (m
m)
Ultimate tensile strength of base material (N/mm2)
350
0
5
10
15
20
25
400 450 500 550 600 650 700
Designation according to European standard EN 10027-1
S235 S275 S355 E335
Fixing control
H
Max
i 10.
5 m
mM
ini 7
mm
E≥6
E≥3
h
A control card
Thickness of base material
Hmin(1)
(mm)Hmax
(1) (mm)
3 ≤ h < 6 mm(2) 7 10.5
h ≥ 6 mm 5 10.5(1) Values obtained with 0.75 mm steel sheet(2) French rules AT CSTB
Description
Cladding panels / roofing
Material properties
The SBR 14 nails are composed of :
¬ Carbon steel shank• Ultimate tensile strength : 2300 N/mm2
• Yield strength : 1600 N/mm2
• Electrogalvanised, min zinc coating 7 µm
¬ Steel washer• Min zinc coating 8 µm
• Electrogalvanised
• The washer is designed to give effective clamping force
¬ Kesternitch test, 2 cycles exposure
Tools
P560 - P230 - P525L
Power setting
Thic
knes
s of
stee
l bas
e m
ater
ial (m
m)
Thickness of sheeting (mm)0
5
4
3
6
7
8
9
12
11
10
13
14
15
16
19
18
17
20
21
22
1 2 3 4 5
Very high Black
Very high Red
High Blue
MediumYellow
LowGreen
25.5
Ø 14
Ø 4.5
Ø 14
Eurocode 030750 (single shot) - P560 & P230
Eurocode 053952 (collated) - P560
Eurocode 030760 (in tube) - P525L
1/2
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PAT SBR 14 Pins
According to French Rules (Technical Approval Issue from CSTB, n° 5/04-1775)
Thickness of base material S235 quality Characteristic load (kN), for connection of one sheet with thickness 0,75mm
fuk > 400 N/mm2 (S280GD)Nrk
3 ≤ h < 6 mm 3
h ≥ 6 mm 6
According to DIBT German Approval n° z-14.1-4
¬ Base material :Resistance of base material S235 and with a thickness higher than 6mm.
¬ Steel sheets and style of anchoring :
A
B
1 Sheet 2 Sheets
C
D
2 Sheets 4 Sheets
Sheeting thickness
(mm)
Characteristic loads [kN] Design loads [kN] Recommended loads [kN] Style of anchoringShear Tensile Shear Tensile Shear Tensile
VRk NRk VRd NRd VRec NRec
0.63 3.4 2.4 2.5 1.8 1.7 1.2 A B C D
0.75 4.4 4.0 3.3 3.0 2.2 2.0 A B C D
0.88 5.6 5.2 4.2 3.9 2.8 2.6 A B C D
1.00 6.8 6.4 5.1 4.8 3.4 3.2 A B C D
1.13 8.2 7.8 6.1 5.9 4.1 3.9 A
1.25 9.4 9.4 7.1 7.1 4.7 4.7 A
1.50 9.4 9.4 7.1 7.1 4.7 4.7 A
1.75 9.4 9.4 7.1 7.1 4.7 4.7 A
2.00 9.4 9.4 7.1 7.1 4.7 4.7 A
2.50 9.4 9.4 7.1 7.1 4.7 4.7 A
VRd = VRk / γM : the design load is calculated from the characteristic load and a partial safety factor γM = 1.33.
NRd = acycl x NRk / γM : the design load is calculated from the characteristic load and a partial safety factor γM = 1.33 and acycl = 1.
For the calculation of the recommended load, we applied the partial safety factor γF = 1.5.
2/2
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PAT SBR9 Pins
Eurocode 032650
Application limit
Thic
knes
s o
f b
ase
mat
eria
l (m
m)
Ultimate tensile strength of base material (N/mm2)
350
0
5
10
15
20
25
400 450 500 550 600 650 700
Designation according to European standard EN 10027-1
S235 S275 S355 E335
Fixing control
H
¬ Hmini = 5 mm and Hmaxi = 7 mm for guaranteeing the recommended working loads within the application limits.
¬ Max sheet thickness : 2 sheets with max thickness of 1mm.
Description
For fixing metal cladding sheets to steel framework
Material properties
The SBR9 nails are composed of :
¬ Carbon steel shank• Ultimate tensile strength : 2000 N/mm2
• Yield strength : 1600 N/mm2
• Electrogalvanised, Min zinc coating 7 µm
¬ Steel washer• Min zinc coating 8 µm
• The washer is designed to give effective clamping force
Tools
P370 & P200
Recommended loads
The recommended loads given below are suitable for a resistance of base material higher than 400 N/mm2 and with a minimum thickness of 5mm.
Sheet thickness (1) Fuk >
390N/mm2 (S320GD)
Design resistance [kN]
Recommended load [kN]
Shear Tensile Shear Tensile
NRd VRd VRec NRec
0.75 mm 2.5 2.2 1.7 1.4
1.00 mm 3.2 3.2 2.2 2.2
1.25 mm 4.0 4.7 2.6 3.1
1.50 mm 4.1 4.7 2.8 3.1
2.00 mm 4.3 4.7 2.9 3.1
Frec = FRk / 2.5 : the recommended load is calculated from the characteristic load and a global safety factor equal to 2.5.
Recommended load is calculated with a safety factor γF = 1.5.
(1) For a sheet thickness equal to 2mm, it is possible to use 2 sheets of 1mm.
20
Ø 8.8
Ø 4
Ø 14
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PAT SC9 Pins
Application limit
Thic
knes
s of
bas
e m
ater
ial (m
m)
Ultimate tensile strength of base material (N/mm2)
350
0
5
10
15
400 450 500 550 600 650 700
Designation according to European standard EN 10027-1
S235 S275 S355 E335
¬ Embedment depth in base material
Hnom
Hnom(1)
(mm)
Steel
S235 12
S355 10
Concrete C20/25
C30/37 20 - 25
C40/50 15 - 20
C50/60 15 - 20
(1) indicative value
Description
¬ Timber to concrete
¬ Timber to steel
¬ Steel to Steel
¬ Steel to concrete
Material properties
¬ Electrogalvanised, min zinc coating 7µm
Tools
P370 & P200 SC9 Collated only with P370 C60
Nail length selection
¬ Fixing of steel sheet
SC9(SC9-LT)
Thickness of steel sheet Eurocode for SC9 Collated
Eurocode for SC9 Single Shot S235
C30/37(1)
SC9-15 ≤ 1.5 - 011340 032500
SC9-20 ≤ 3 - 011341 032510
SC9-25 - ≤ 3 011342 032950
¬ Fixing of timber
SC9(SC9-LT)
Thickness of timber Eurocode for SC9 Collated
Eurocode for SC9 Single Shot C30/37(1)
SC9-25 ≤ 5 011342 032950
SC9-30 5 - 10 011343 032930
SC9-35 10 - 15 011344 032940
SC9-40 15 - 20 011345 032920
SC9-50 25 - 30 011346 032910
SC9-60 35 - 40 011347 032900
SC9-70 45 - 50 - 032890
(1) For other concrete class, select the length of pin with the embedment depth given above.
Recommended loads
Base material NRec (kN) VRec (kN)
Steel S235 Thickness min. 5mm
2.0 2.0
Concrete C20/25 0.5 0.5
Recommended loads are calculated with global safety factor (a).
Ø 8.8
Ø 4
Ø 8.9
LT
95
LT¬ SC9 Collated¬ SC9 Single Shot
Ø 8.8
Ø 4
Ø 8.9
LT
95
LT¬ SC9 Collated¬ SC9 Single Shot
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PAT C9 & CR9 Pins
Application limit
¬ For harder concrete > 25 Mpa, use the same setting and a shorter pin or SC9 with the same length.
Fixing control
¬ Embedment depth in base material
Hnom
Hnom(1)
(mm)
C16/20 30 - 35
C20/25 25 - 30
C25/30 25 - 28
(1) indicative value
Description
¬ Timber to concrete
¬ Steel sheeting to concrete with a max thickness of 5mm (except for CR9)
Material properties
¬ Electrogalvanised, min zinc coating 7 µm
¬ Washer, electrogalvanised (CR9)
Tools
P200 & P370
C9 Collated only for P370 C60
Nail length selection
¬ Fixing of timber
C9(C9-LT)
Thickness of timber
Euro-code
for C9 Collated
Euro-code
for C9 Single Shot
Euro-code
for CR9 Single Shot
C16/20
C20/25
C9-20 - - 011330 032740 -
C9-25 - - 011331 032520 032070
C9-30 - ≤ 5 011332 032530 032100
C9-35 ≤ 5 5 - 10 011333 032540 -
C9-40 5 - 10 10 - 15 011334 032550 032090
C9-50 15 - 20 20 - 25 011335 032560 032010
C9-55 20 - 25 25 - 30 011337 032210 -
C9-60 25 - 30 30 - 35 011336 032570 032020
C9-70 35 - 40 40 - 45 - 032580 032030
C9-80* 45 - 50 50 - 55 - 032590 -
C9-90* 55 - 60 60 - 65 - 032600 -
*Pre-drive before firing
Recommended loads
Base material NRec (kN) VRec (kN)
Concrete C20/250.5 0.5
LT
Ø 8.8¬ C9 Single Shot
Ø 3.65
95
LT¬ C9 Collated
LT
Ø 8.8¬ CR9
Ø 13.8
Ø 3.65
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PAT CR9P Pins
Density fixing
¬ 3 pins per m2 for vertical installation
¬ 5 pins per m2 for soffit installation
¬ Maximum spacing between washers : 0.7 metres
Description
¬ Fastening of waterproofing membranes
¬ Used in tunnels to fix PVC washers
Material properties
¬ Shank in carbon steel• Electrogalvanised, min zinc coating 7 µm
¬ Plastic washer• Ø 35mm
Tools
P200 & P370
Nail length selection
Designation Ø washer Eurocode
CR9-30 P 35 038090
CR9-40 P 35 038100
CR9-50 P 35 038110
Ø 35
Ø 3.65
Ø 8.8
LT
¬ CR9P
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PAT SA9 Pins
Description
¬ Fixing of threaded pins into steel
Material properties
¬ Carbon steel
¬ Electrogalvanised - min. zinc. coating 7 µm
Tools
P370 & P200
Recommended loads
Base material NRec (kN) VRec (kN)
Steel S235thickness min. 5mmthickness max. 12mm
2.0 0.8
Nail length selection
SA 9 Thread diameter
Thread length
Pin length
Eurocode
SA9- 6 6/21
M6
6 21 034820
SA9-6 10/25 10 25 034850
SA9-6 15/30 15 30 034900
SA9- 7 6/21
M7
6 21 034000
SA9-7 10/25 10 25 034050
SA9-7 15/30 15 30 034070
SA9-8 15/30 M8 15 30 033790
LT
Ø 8.9
M6-M7
M830
LT
Ø 8.9
M6-M7
M8
30
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PAT SA12 Pins
Nail length selection
SA12 Thread diameter
Thread length
Pin length
Eurocode
SA12 8 10/25M8
10 25 033750
SA12-8 15/30 15 30 033760
Accessories
¬ For SA12-8 pins, using adaptor for P200 and P370 tool:
Eurocode : P370 : - Kit SA12 – 011033
Description
¬ Fixing of threaded pins into steel
Material properties
¬ High carbon steel
¬ Electrogalvanised - min. zinc. coating 7 µm
Tools
P370 & P200 (with specific adaptor) for low grade steel
Recommended loads
Base material NRec (kN) VRec (kN)
Steel S235thickness min. 5mmthickness max. 12mm
3.0 0.8
LT
M8
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PAT SA12-8 / Grating System
Applications
Fixing of gratingSuitable for grids of 20 to 55mm and base steel at least 6mm thick, with a mesh dimension no less than 18x18mm to allow clearance of the pin guide.
Material properties
Pin¬ Fine carbon steel
¬ Electrogalvanised min. zinc coating 7 µm
Spacer washer¬ Steel sleeve : 15 - 20 µm zinc plating
¬ Ring in thermoplastic (anti-UV)
¬ Steel washer with high yield limit coated with 15 to 20 µm zinc plating
Tools
P200 - P370 (with specific adaptor) for low grade steel
Accessories
¬ For SA12-8 pins, using adaptor for P200 and P370 tool:
Eurocode :
• P370 : - Kit SA12 – 011033Application limit
Thic
knes
s of
bas
e m
ater
ial (m
m)
Ultimate tensile strength of base material (N/mm2)
350
0
5
10
15
20
25
400 450 500 550 600 650 700
Designation according to European standard EN 10027-1
S235 S275 S355 E335
P200 - P370
M8
1/2
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PAT SA12-8 / Grating System
Nail length selection
Pin designation Grid Thickness
25 30 35 40 45 50 55
SA 12-8 10/25
Eurocode : 033750
RE 25
499610
RE 30
499620-
RE 40
499630-
RE 50
499640-
SA 12-8 15/30
Eurocode : 033760-
RE 30
499620
RE 30
499620
RE 40
499630
RE 40
499630
RE 50
499640
RE 50
499640
Recommended loads
The pull-through value of the spacer-washer is 11.8 kN.
Tensile
Lo
ad (
kN)
Thickness of base material (mm)
6
0
5
10
11.8
15
20
8 10 12 14 16 18 20
Washer-sleeve pull-through
Shear
Load
(kN
)
Displacement (mm)
1
2
3
4
5
2 4 6 8 10 12
Mesh 30 x 30 mm
Pull-out failure of fixing
First slippage
Contact sleeve / grating system wall
¬ Fixing density : Around 4 or 5 fixings per m² (see the specification sheet of the supplier of grating)
¬ Fixing position : Minimum distance from edge of the beam is 15mm
¬ Screwing washer-sleeve : Tighten to the torque equal to 6 Nm (correspond to the load 2.5 kN)
Fixing control
H
Hmin Hmax
SA 12-8 10/25
10 13.5
SA 12-8 15/30
15 18.5
2/2
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PAT CI6 & CI9 Pins
Description
¬ Polyethylene High density
¬ CI6 :
• The nail head (for CI6) is moulded in thermoplastic-elastomer to improve the corrosion resistance
• Protection cap reduces thermic transmission
¬ CI9 :
• The nail is enclosed in the sleeve to improve guidance
Material properties
Plastic sleeve head¬ CI6 : Ø65 head – Natural colour
¬ CI9 : Ø90 head - Black anti-UV
Nail shank¬ Carbon steel
¬ Electrogalvanised, min zinc coating 7 µm
Tools
P200 & P370 using adaptor
Accessories
Using CI adaptator kit for P370 tool
P370
Adaptor kit for CI 50 to CI 120 011030
Power setting
Choose the cartridge colour on site
¬ CI6
¬ CI9
Nail length selection
Designation Type of insulation
Insulation thickness
Eurocode
CI 6-40
Rigid insulation
40 038500
CI 6-50 50 038520
CI 6-60 60 038530
CI 6-70 70 038540
CI 6-80 80 038550
CI 6-90 90 038580
CI 6-100 100 038560
CI 6-120 120 038570
CI 9-60Semi-rigid insulation
60 038720
CI 9-75 75 038730
CI 9-100 100 038750
Ø 6
5
Nail head moulded
Protection cap
Ø 9
0
Sleeve
1/2
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PAT CI6 & CI9 Pins
Application limit
The mean compressive strength of the concrete must be between C20/25 and C40/50.
Distance rules
Between 2 fixings : minimum distance of 90 mm
Distance from edge : minimum distance of 100 mm
Anchor depth
Hnom
Between 25 and 31 mm to ensure recommended loads are achieved.
Recommended loads
¬ TENSILEThe recommended loads (kN) are calculated from the mean ultimate load and a safety factor higher than 4.
Insulation thickness (mm)
40 45 50 60 70 75 80 100 120
Recommended loads 0.30
¬ SHEARThe recommended loads (kN) are calculated from the mean load with a displacement equal to 10 mm and a safety factor higher than 3.
Insulation thickness (mm)
40 45 50 60 70 75 80 100 120
Polystyrene density =
15 kg/m30.13
Polystyrene density =
30 kg/m30.20
¬ PULL-THROUGHThe recommended pull-through loads (kN) are calculated from the failure load and a safety factor equal to 3.
Insulation thickness (mm)
40 45 50 60 70 75 80 100 120
Rock wool density =
120 kg/m30.12 0.16
Polystyrene density =
15 kg/m30.20
Polystyrene density =
30 kg/m30.30
Control fixing
Ref Insulation thickness (mm)
40 45 50 60 70 75 80 100 120
CI-6Xmin 0 4 9 19 29 34 39 59 79
Xmax 6 10 15 25 35 40 45 65 85
CI-9Xmin 2 6 11 21 31 36 41 61 81
Xmax 8 12 17 27 37 42 47 67 87 X
2/2