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2-7-2012
STEEL BUILDING E509
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
01 (E509-01-EN) A3
Building overview
J. van Dijk
1:100SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
±0
+2.772
+3.370
5.645garage door man door
metalside panel
note: dimensions including sheet metal
05
07
10 08 09
-50
±0
+2.765
+3.370
2.77
5
metal side panel
metal roof panel
concrete slab
side post
04
02
01
03
G E D C B AF
9.1425.645
A B C D E GF
9.142
metal side panel
metal roof paneltransparantroof panel
02
04
01
1.50
81.
508
1.50
81.
508
1.50
81.
508
9.14
2
10 08garage door man door
09A
B
D
C
E
G
F
A A
side post 50x50x4 mm
back vertical 50x50x3 mm
corner post 50x50x4 mm
A
B
D
C
E
G
F
A A
Front elevation
Section A-A
Left side elevationBack elevationRight side elevation
Floor plan Top viewDESIGN CRITERIA:STRUCTURE SIZE: 5.60 X 9.10 X 3.30 M FRAME.
THE STRUCTURE IS BASED ON:- NEN6702, NEN6770, NEN6771, NEN6772- EUROCODE 0, EUROCODE 1, EUROCODE 3- DIN1055-1, DIN1055-4, DIN1055-5
MATERIALS: SEE SEPARATE PARTS LIST
GENERAL NOTES:1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS PER LOCAL CODE.2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: 25.40mm DIA.3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYSPER LOCAL CODE.4. PLACE REINFORCEMENTS AT MID THICKNESS FOR SLABS ON THE GROUND.5. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USEDIN WALLS, FOOTINGS ,ETC. SHALL HAVE A MINIUM LAP OF 40 DIAMETERS.SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 1.22m APART.
SCREW PATTERNS:SHEET METAL SCREWS:
SELF DRILLING SCREW HEXAGONALDIN 7504-K STEEL / GALVANIZED +PAINTED / NYLON WASHER4,8 MM TREAD, 25 MM LONG,USE MAGNETIC POWERBIT SIZE 8.
DOUBLE SCREW PATTERN ON UPPER AND LOWER ROOF PURLINS (FOR ROOF PANELS).
SINGLE SCREW PATTERN ON INTERMEDIATE ROOF PURLINS AND FOR ALL SIDE PANELS(EVERY 23CM.)
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
02 (E509-02-EN) A3
Frame overview
J. van Dijk
1:100SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
50 1.325 50 2.75050
13050
96550 130
50
50 1.800 50 1.800 50 1.800 50
501.
458
501.
458
501.
458
501.
458
501.
458
501.
458
50
5.600
9.09
8
5.600
A A
side post 50x50x4 mm
back vertical 50x50x3 mm
corner post 50x50x4 mm
5.700
3.29
8
5.700
4.026
2.70
3
905 905 905 rafter 50*50*3 mm
collar tie 25*25*2 mm
50 1.325 50 2.75050
13050
96550130
50
2.60
064
8
502.
052
399
5.600
note: dimensions frame only
50 1.800 50 1.800 50 1.800 50
5.600
50 1.456 50 1.460 50 1.458 50 1.458 50 1.458 50 1.458 50
9.098
50 1.458 50 1.458 50 1.458 50 1.458 50 1.458 50 1.458 50
9.098
1.02
51.
025
1.02
51.
025
1.02
51.
025
1.02
51.
025
898
metal roof panel
transparant roofpanel
A
B
D
C
E
G
F
A A
rafter 50*50*3 mm
purlins 38*38*1,5 mm
Base rails
Section A-A
Front elevation Back elevation Left side elevationRight side elevation
Roof construction
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
03 (E509-03-EN) A3
3D frame
J. van Dijk
1:100SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
50
1.45850
1.45850
1.45850 1.458
50 1.45850 1.458
50
50130
50965
50
13050
2.750
50
1.325
50
5.600
2.052 9.048
A
B1
C
FD
E
DETAIL DRAWINGS A-G: SEE PAGE 04
G
B2
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
04 (E509-04-EN) A3
3D Construction details
J. van Dijk
1:10SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
B4steel 25x50x3 mm6 x screw C (SC-C)(pan head)
1x bolt set 3 (BO-3)
B1
B6 steel 25x50x3 mm4x screw B (SC-B)
frame connections:4x bolt set 1 (BO-1)(M12 DIN 603 8.8 ZI)
B4
steel 25x50x3 mm6 x screw B (SC-B)
B2
purlin (roof cross profile)38x38x1,5 mm
side post (vertical profile)50x50x4 mm
4 x bolt set 1 (BO-1)
Pre-drill top: 16 mmbottom: 6 mm
- 2 x screw B (SC-B)
rafter (roof profile),50x50x3 mm
B5
40x40x3 mm6x screw B (SC-B)
B3
25x25x2 mmbolt set 3,(BO-3)
2 x bolt set 4(BO-4)
end truss
4 x bolt set 2(BO-2)
B2
Foundation anchor(EAB)
Detail B-2 (outside)
Detail A
Detail B-1 (inner side)
Detail C
Detail D
Detail F
Detail E
Detail G
B5
BO-2, bolt set 2flat head bolt M12x75 DIN8.8 (50mm straight shaft) + washer + hex nut, all galvanized->End truss connections (top and eaves)
BO-1, bolt set 1hex bolt M12x80 DIN8.8 (60mm straight shaft) + washer + hex nut, all galvanized->Intermediate truss connections (top and eaves):
EAB, Expansion Anchor Boltconcrete throughbolts 12x180mm galvanized->Foundation anchors
CONNECTIONS(for blue marked texts: see Kroftman E509 Parts List)
SC-B, screw B5.2x31mm self tapping screw->Vertical support to collar tie connection->Horizontal door beam connections->Roof purlin/truss connection->End wall vertical/truss connections inner side
BO-4, bolt set 4hex bolt M8x75 DIN8.8 + washer + hex nut->Collar tie/truss connection
SC-C, Screw Cpan hat screw, 4x27 mm->End wall vertical/truss connections out side
BO-3, bolt set 3hex bolt M8x75 DIN8.8 + washer + hex nut, + nylon spacers (outside Ø15.9, insideØ8.5 mm, length 10 mm) all galvanized->Collar tie vertical support/truss connection->Collar tie/truss connection
(BO-1)
(SC-A) = Screw A
= Bolt set 1
= Bracket 5
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
05 (E509-05-EN) A3
Detail 01, 10
J. van Dijk
1:2SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
-100
±0
+50
125 50
50
100
150 150
300
150
Hef
WEDGE ANCHOR BOLT (EAB)LOCATED 127mm FROM EACH POST
M12 WEDGE ANCHOR , LENGTH 150 MM
CONCRETE SLAB / FOOTINGS
STEEL REINFORCEMENTGRID
SILICON CAULK 2 PLACES(NOT INCLUDED)
FACTORY DRILLED 16 MM
ANCHOR HOLD DOWN FORCE 875KGS. SPECIAL INSPECTION IS NOTREQUIRED FOR OCCUPANCY GROUP:R-3 AND U-1. ES REPORT: ESR-2251
(grade)
300
MM
MIN
. OR
TO F
ROST
LIN
E
REBAR Ø 13 MM CONT.2 PLACES
BASE RAIL DOWNTHE LENGTH OF BUILDING
50x50x3 MM STEEL, S355J2
FLAT WASHER
HEX NUT
HORIZONTAL SIDE METAL
SELF DRILLING SCREW (SC-A)
1
END OF THE CONCRETE SLAB
OPTIONAL SHEETING LEDGE
CORNER POST 50x50x4 mm
CLOSURE STRIP
50 50
5050
50x50x3mmBASE RAIL DOWN
THE LENGTH OF BUILDING
HORIZONTAL SIDE METAL
CORNER TRIM (T3)SELF DRILLING SCREW (SC-A)
1
A
01 (front view)
10 (top view)
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
06 (E509-06-EN) A3
Detail 02, 03
J. van Dijk
1:2SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
+2.703
+2.761
16
28
HORIZONTAL SIDE METAL0.5MM STEEL, 80 KSI
EAVE TRIM (T2)
ROOF METAL,50.8 mm OVERHANG
CLOSURE STRIP
PURLIN 38x38x1,5 mm
SIDE POST50x50x4 mm
STEEL, S355J2
16 MM PRE-DRILLED
SELF DRILLING HEX SCREW6 MM FACTORY DRILLED
PAN HAT SCREW (SC-C)
fram
e 50
*50*
3
steel 6 mm
1
SELF DRILLING SCREW(SC-A)
16
COLLAR TIE 25x25x2STEEL
BRACKET, STEEL 4 MM, (B3)
ROOF METAL0.5MM STEEL, 80 KSI
BOLT SET 3 (BO-3)
16 MM FACTORY DRILLED
SELF DRILLING SCREW (SC-A)
PURLIN 38x38x1.5MM
BOLT SET 4 (BO-4)
roof frame 50*50*3
frame 25*25*2
02 (front view)
03 (front view)
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
07 (E509-07-EN) A3
Detail 04, 05, 06
J. van Dijk
1:2SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
3
+3.299
+3.370
16
CLOSURE STRIP
RIDGE CAP (T4)
SELF DRILLING HEX SCREW (SC-B)5 MM FACTORY DRILLED
SELF DRILLING SCREW (SC-A)
SELF DRILLING SCREW (SC-A)
BRACKET 1 (B1)
frame 50*50*3
25*2
5*2
steel 6 mm
3
frame 50*50*3
PURLIN 38x38x1.5 mm
BUTYLSEALANT
SELF DRILLING SCREW(SC-A)
SELF DRILLING SCREW(SC-A)
50
HORIZONTALSIDE METAL
GABLE TRIM (T1)
FRONT FRAME
FIRST ROOF PANELAT START FRONT
A
BRACKET 1 or 2(B1 / B2)
STEEL FRAME
BOLT SET 2 (BO-2)-FLAT HEAD BOLT M12X75
-WASHER 12 MM-M12 HEX NUT
OUTSIDE INSIDE
50 6
A
04 (front view)
05 (side view)
06 (side view)
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
08 (E509-08-EN) A3
Detail 07, 08, 09
J. van Dijk
1:2SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
50
+2.650
25 25
50
DOOR OPENING FRAME
J-TRIM (T5)
ANGLE TRIM(T6)
GARAGE DOOR
HORIZONTAL SIDE METAL
SELF DRILLINGSCREW (SC-A)
A
GARAGE DOORCENTERED IN OPENING
DOOR OPENING FRAME(JAMB)
HORIZONTAL SIDE METAL
ANGLE TRIM(T-6)
PAN HEAD SCREW (SC-C)
SELF DRILLING HEX SCREW (SC-A)
J-TRIM (T-5)
A
DOOR OPENING FRAME
WALK DOORCENTERED IN OPENING
PAN HEAD SCREW (SC-C)
SELF DRILLING HEX SCREW (SC-A)
J-TRIM (T-5)
PAN HEAD SCREW (SC-C)
A
07 (side view)
08 (top view)
09 (top view)
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
09 (E509-09-EN) A3
Frame parts
J. van Dijk
1:50SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
2.913 1.113
390
151
2.50
0
151
2.50
0
2.830 2.830
14 15
16
12 12
13 13
151
2.50
0
150 1.275 2.750 230 965 180
9652.750
2.79
3
2.830 2.830
2.75
4
2.53
8
21
3 4
12
13
17 17 22 23
18 20
13
1 2a 2b
12
5010
12.
894
2.89
4
150 2.650 2.650 150
2.830 2.830
151
2.50
0
151
2.50
0
150 1.700 50 900 900 50 1.700 150
89
19 19
11 10
12
1313
12
3.015 1 3.015 1 3.015
915 2.877 3.016 2.290
50 865 593 50 1.458 50 726 732 50 1.458 50 726 732 50 1.458 50
21 21 21
12 12 12 12 12 12 12
4 6 7 9
2.290 3.016 2.877 915
3.015 1 3.015 1 3.015
50 1.458 50 732 726 50 1.458 50 732 726 50 1.458 50 593 915
3578
21 21 21
12 12 12 12 12 12 12
intermediate truss
front wall
back wall
right wall
left wall
A
B
B
A
C
C
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
20 (E509-20-EN) A3
Suggested foundation plan(see 'general notes')
J. van Dijk
1:50, 1:10SHEET:
PROJECT:
02-12-2011
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
GENERAL NOTES:
1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS PER LOCAL CODE.
2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: 25.40mm DIA.
3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYSPER LOCAL CODE.
4. PLACE REINFORCEMENTS AT MID THICKNESS FOR SLABS ON THE GROUND.
5. ALLSPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USEDIN WALLS, FOOTINGS ,ETC. SHALL HAVE A MINIUM LAP OF 40 DIAMETERS.SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 1.22m APART.
6. REQUIRED FOUNDATION DEPTH IS BELOW FROST LINE OR PER LOCAL CODE.
7. CONCRETE FOUNDATION/FLOOR REINFORCEMENTS ARE PER LOCAL CODE.
REQUIRED FOUNDATION/SLAB SIZE
DIMENSIONS ARE OUTSIDE TO OUTSIDE OF SLAB.THE SLAB OUT TO OUT DIMENSIONS MUST BE 100 mm WIDERAND 100 mm LONGER THAN THE TOTAL BUILDINGCONSTRUCTION SIZE (SHEET B)
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
9.348
5.850
C C
BB
9.348300 8.748 300
400
300
10001
3005.250
3005.850
400300 100
01
100
150 150
150
130
CONCRETE SLAB / FOOTINGS STEELREINFORCEMENT
GRID
300
MM
MIN
.O
R TO
FRO
ST L
INE
REBAR Ø 13 MM CONT.2 PLACES
Section C-C
Section B
-B
01
FRON
T SIDE
REAR SID
E
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
21 (E509-21-EN) A3
Foundation anchor plan
J. van Dijk
1:5, 1:50SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
50
100
150
±0 125 50
WEDGE ANCHOR BOLTLOCATED 127mm FROM EACH POST
M12 WEDGE ANCHOR , LENGTH 150 MM(EAB)
CONCRETE SLAB / FOOTINGS
STEEL REINFORCEMENTGRID
300
MM
MIN
. OR
TO F
ROST
LIN
E
REBAR Ø 13 MM CONT.2 PLACES
BASE RAIL DOWNTHE LENGTH OF BUILDING
50x50x3 MM STEEL, S355J2
13
2
9.348
5.482
15266
1.0051.552
1.46844
1.17390
150
150 9.048 150
1.508 1.508 1.508 1.508 1.508 1.508
152 1.204 152 1.356 152 1.356 152 1.356 152 1.356 152 1.356 152
5.850
1502.775
2.775150
150152
1.5461.077
7731.850
152150
152
C C
A B DC E GF
BB
A
A
AAAAA
AA
A
AA
AA
A
A A AAAA
AA
01
REAR SID
E
FRON
T SIDE
A A = location of anchor bolt (EAB), conform detail 01
DESCRIPTION:
DATE: DRAWN BY:
DRAWINGSCALE:
Kroftman steel building E500-series
22 (E509-22-EN) A3
Anchor plan (OPTION GROUNDANCHOR)
J. van Dijk
1:5, 1:50SHEET:
PROJECT:
2-7-2012
FORMAT:
PROJECTNR: E509
ALL DIMENSIONS ARE IN MILIMETERS
Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl
50±0
L =
dept
h an
chor
+ 1
00 m
m
dept
h an
chor
ground anchor Ø 25 mm (GA)pre-drilling in base profile Ø 30 mm
GRADE
BASE RAIL DOWNTHE LENGTH OF BUILDING
50x50x3 MM STEEL, S355J2
13
2
9.098
5.600
25152
1.0713.020
441.173
9025
25 9.048 25
1.508 1.508 1.508 1.508 1.508 1.508
25 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 25
5.600
252.775
2.77525
25152
1.5461.077
7731.850
15225
A B D EC GF
A
A
AAAAA
AA
AA
AA
A
A A AAAA
A
AA
AA
AA
AA
AA
AA
01a
FRON
T SIDE
REAR SID
E
DEPTH ANCHOR: 1200 MMLENGTH GROUND ANCHOR: 1200 + 100 MM = 1300 MM
A A = location of ground anchor, conform detail 01a
33 ANCHORS