This document provides drawings for a proposed warehouse steel structure project located in Colombia. The drawings include plans for the column layout, mezzanine floor, roof sheeting, elevations, and sections. Notes provide specifications for materials, welding, bolts, and tolerances. Dimensions and views are shown at scales of 1:100 and 1:150. The general contractor for the project is P.K.

1. PROPOSAL DRAWING
PROJECT:
ITEM:
REVISION:
LOCATION:
WAREHOUSE
STEEL STRUCTURE
R00
COLOMBIA

2. SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
GENERAL NOTE
945.23
WAREHOUSE
17/07/23
P.K
P.K
AOO
No. DESCRIPTION
8
2
00
GENERAL
NOTES
01
GENERAL
NOTES
02
STEEL
COLUMN
PLAN
03
ROOF
PLAN
04
MEZZANINE
JOIST
LEVEL
+0.75M
05
STEEL
FRAME
AT
GL
4
06
STEEL
FRAME
AT
GL
3
07
STEEL
FRAME
AT
GL
2
08
STEEL
FRAME
AT
GL
5
09
ELEVATION
AT
GL
1-5
10
ELEVATION
AT
GL
5-1
Z - 200x(50~55)x15x1.5
FLANGE WIDTH (mm)
SECTION HEIGHT (mm)
11.3 - COLD FORM SECTION :
THICKNESS (mm)
LIP LENGTH (mm)
3. MATERIAL SPECIFICATIONS :
4.WELDING SPECIFICATION :
OF THE AWS D1.1/1.1M20010 TABLE 5.8 UNLESS NOTED OTHERWISE
- THE LOCATION BUTT PLATE, SPLICE PLATE, STIFFENER ARE DOUBLE SIDES WELDS
GENERAL NOTES
22
26
30
36
42
20x60
24x60
28x60
34x80
40x80
SPECIFICATION HOLE
30
35
45
55
60
M16
M20
M24
M30
M36
AND EDGE DISTANCE :
10.TIGHTENNING FORCE OF BOLTS,
200
WEB SPLICE
FLANGE SPLICE
(KEEP WEB & FLANGE JOINT OFFSET BY 200 MM MIN)
SUGGESTED WELDED JOINT DETAIL-ANY LOCATION ON STRUCTURES
11.1 - I SECTION :
11.CONVENTIONS :
6.STANDARD SLOT HOLE:
- BUTT WELD OR FILLET WELD AT END PLATE: IF PLATE THICKNESS IS EQUAL OR THICKER THAN 12MM
OVER
10MM
4-10MM
CJP
BACKGOUGE
CJP
BACKGOUGE
ANCHOR BOLTS SHOULD BE SET TO THE GIVEN DIMENSIONS AND
9.THE INSTALLATION OF ANCHOR BOLTS
DONE IN ACCORDANCE WITH AISC STANDARD AND DRAWINGS
SUBJECT TO THE FOLLOWING MAXIMUM ALLOWABLE TOLERANCES:
THREADS SHOULD BE PROTECTED DURING CONCRETING OPERATION,
BE REMOVED.
OR THROUGHLY CLEANED AFTER POURING. ALL TEMPLATES SHOULD
PROJECTION, WITH MAXIMUM DEVIATION OF 5MM. ANCHOR BOLT
8.THE SLAB OR EDGE BEAM SHOULD BE
GROUPS BUT NOT TO EXCEED A TOTAL OF 25MM.
ESTABLISHED COLUMN LINE THROUGH THAT GROUP.
E) 6MM FROM THE CENTER OF ANY ANCHOR BOLT GROUP TO THE
A) 3MM CENTER TO CENTER OF ANY TWO BOLTS WITHIN AN ANCHOR
C) ELEVATION OF THE TOP OF ANCHOR BOLTS ±12MM
D) MAXIMUM ACCUMULATION OF 6MM PER 30 METERS ALONG
B) 6MM CENTER TO CENTER OF ADJACENT ANCHOR BOLT GROUPS.
THE ESTABLISHED COLUMN LINE OF MULTIPLE ANCHOR BOLT
PERPENDICULAR TO THE NEAREST ESTABLISHED COLUMN LINE FOR
DIMENSIONS SHOWN ON THE PLANS, MEASURED PARALLEL AND
INDIVIDUAL COLUMNS SHOWN ON THE PLANS TO BE OFFSET FROM
ESTABLISHED COLUMN LINE.
DESCRIPTION
FILLET WELD BOTH SIDES
SYMBOL
SINGLE BEVEL GROOVE WELD
FILLET WELD ONE SIDE
DESCRIPTION
SINGLE-V-GROOVE WELD
SYMBOL
WELD ALL AROUND
SQUARE GROOVE WELD
- FLANGES TO WEB WELDING IS DONE USING AUTOMATIC S.A.W WHEN WEB HEIGHT Hb > 200
- THERE AREN'T THE STIFFENER AT THE WELD PLACES
- WELDS SHOWN ON SPECIFIC DETAIL DRAWINGS SHALL SUPERSEDE THIS NOTES
10mm OR L/350, WHICHEVER IS GREATER.
-FLOOR BEAM WHICH ITS LENGTH IS EQUAL OR GREATER THAN 12m IS PROVIDED WITH PRE-CAMBER OF L/500
-THE RAFTER WHICH ITS LENGTH IS EQUAL OR GREATER THAN 25m IS PROVIDED WITH PRE-CAMBER OF L/500
7.CREATE CAMBER (UNLESS THERE SPECIFIC CASES RECORDED IN DRAWING)
1. APPLICABLE CODE :
2. DESIGN LOADS :
EDGE OF PLATE WILL BE BEVELED.
SEISMIC LOAD
RAINFALL
WIND LOAD
LIVE LOAD
SPECIFICATIONS
DEAD LOAD
UNIT
TYPES OF LOAD
Note : Fy = Yield Strength, Fu = Tensile Strength, secondary structure including purlin, girt
- WEB- TO - FLANGE WELDS IS SINGLE SIDE FILLET WELDS IN ACCORDANCE
WEB THICKNESS (mm)
WEB HEIGHT (mm)
FLANGE WIDTH (mm)
FLANGE THICKNESS (mm)
11.2 - I SECTION BUILT UP :
I - 250x5W.+150x6F.
WEB THICKNESS (mm)
SECTION HEIGHT (mm)
FLANGE WIDTH (mm)
FLANGE THICKNESS (mm)
I -300x150x6.5x9
FOR DETAILS OF SPECIAL STRUCTURE
BOLT HOLE DIAMETER AND EDGE DISTANCE :
AND EMBEDDED ITEMS MUST BE:
SQUARE AND LEVEL TO WITHIN:
F) THE TOLERANCES OF PARAGRAPHS B, C AND D APPLY TO OFFSET
5MM TOLERANCE.
-FLOOR CANTILEVER BEAM WHICH ITS LENGTH IS EQUAL OR GREATER THAN 2m IS PROVIDED WITH PRE-CAMBER OF
WELDING HAND
GRADE 5.6, Fu=50 KN/CM2
AWS A5.17 EM12K,Fy =40 KN/CM2, Fu = 51 KN/CM2
AWS A5.17 EM12K,Fy =40 KN/CM2, Fu = 51 KN/CM2
AWS A5.1 E6013/AWS A5.20 E71T-1, MIN(Fy =35 KN/CM2, Fu = 46 KN/CM2)
AWS A5.1 E7018/AWS A5.20 E71T-1, MIN(Fy =40 KN/CM2, Fu = 51 KN/CM2)
Fy=23.5 KN/CM2
STRENGTH STEEL
STRENGTH STEEL
FOR USE WITH
Fy=34.5 kN/cm2
WELDING MACHINE
FOR USE WITH
WELDING HAND
SPECIFICATIONS
MATERIALS
A307, GRADE 4.6 (OR EQUI.) Fu=40KN/CM2
CABLES EN, GB, JIS (OR EQUI.) Fu = 147 KN/CM2
RODS/ANGLES/PIPES SS400 (JIS), ASTM A-36 (OR EQUI.) Fy=23.5 KN/CM2
WELDING WELDING MACHINE
MACHINE BOLTS (for secondary structure)
A325, GRADE 8.8 (OR EQUI.) Fu=72-83KN/CM2
SS400 (JIS), ASTM A-36 (OR EQUI.) Fy=23.5 KN/CM2
A572Gr65 (OR EQUI.) Fy=45.0 KN/CM2
Fy=34.5 KN/CM2
HIGH STRENGTH BOLTS (for primary structure)
X- BRACING
ANCHORBOLT
COLD FORMED LIGHT GAUSE SHAPES
ROOF SHEETING
HOT ROLLEDED MEMBER
BUILT -UP Q345B (GB), A572Gr50 (OR EQUI.) Fy=34.5 kN/cm2
SS400 (JIS), ASTM A-36 (OR EQUI.) Fy=24.5 KN/CM2
BESIDE
SQUARE , PIPE STEEL
ELECTRODES
5.ANCHOR BOLT HOLE DIAMETER
KN/m2
KN/m2
KN/m2
Km/h
mm/h
IT IS THE RESPONSIBILITY OF THE PURCHASER TO VERIFY ALL DESIGN LOAD AND NOTIFY DESINER
OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO RELEASE FOR FABRICATION.
M12 53
M16 85
M20 125
M24 173
M27 227
M30 249
M36 316
14
18
22
26
29
32
38
(mm)
87
211
412
711
1049
1422
2481
25
30
35
45
50
55
60
(mm)
MINIMUM
DIMENSION OF
EDGE
DIAMETER
ROUND
HOLE
MINIMUM
BOLT TENSION
(KN)
MINIMUM
BOLT MOMENT
(Nm)
MINIMUM BOLT TENSION FOR FULLY TIGHTENED
BOLT GRADE 8.8
BOLT SIZE
(mm)
ROUND HOLE
ANCHOR BOLT
(mm)
ANCHOR
BOLT SIZE
(mm)
SLOT HOLE
ANCHOR BOLT
(mm)
DIMENSION OF
EDGE
(mm)
SLOT HOLE LOCATION
18x40
22x40
26x40
ENDWALL
CRANE BEAM
BRACE ROD
NOTES:
OVER 12 TO 20
OVER 6 TO 12
TO 6 INCLUSIVE
1. FILLET SIZE SHOULD NOT EXCEED THE THICKNESS OF THINNER PART TO BE JOINED
OVER 20 8
6
5
3
TABLE 5.8 AWS D1.1/M-2010
WELD TABLE 2- FOR WELDS BETWEEN FLANGE AND WEB
"X"
2. MINIMUM SIZE OF CYCLICALLY LOADED STRUCTURES SHALL BE 5 MM
"X"
"X"
LEG SIZE
MATERIAL THICKNESS OF
THICKER PART JOINED (MM)
LEG SIZE
INTERMITTENT STAGGERED
FILLET WELD
VALUE
18x50
22x60
26x60
- IBC 2018: INTERNATIONAL BUILDING CODE
- AISI 2016: AMERICAN IRON AND STEEL INSTITUTE
- AISC 360-16: AMERICAN INSTITUTE OF STEEL CONSTRUCTION
- ASCE/SEI 7-10: AMERICAN SOCIETY OF CIVIL ENGINEERS STRUCTURAL ENGINEERING INSTITUTE
- AWS D1.1/D1.1M-2015: AMERICAN WELDING SOCIETY
- MBMA 2006: METAL BUILDING MANUFACTURERS ASSOCIATION
WIND SPEED (Exposure C)
0.10
LIVE LOAD ON PURLIN
LIVE LOAD ON FRAME
DEAD LOAD (PANEL AND PURLIN)
0.58
1.0
165
Zone 3
COLLATERAL LOAD
COL. ON FRAME 0.1 KN/m2
200

3. SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
945.23
WAREHOUSE
17/07/2023
S01
3D
3D
1
No. DESCRIPTION DATE

4. SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
945.23
WAREHOUSE
17/07/2023
S01a
3D Structure
3D Structure
1
No. DESCRIPTION DATE

5. UP
A
7
B C D E F G
6
5
4
3
2
1
8750 8750 8750 8750 8750 8750
52500
7845
7845
7845
7845
7845
7845
47070
SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
1 : 150
945.23
WAREHOUSE
17/07/2023
S03
COLUMN LAYOUT PLAN
1 : 150
Ground Floor
1
No. DESCRIPTION DATE

6. UP
A
7
B C D E F G
6
5
4
3
2
1
8750 8750 8750 8750 8750 8750
52500
7845
7845
7845
7845
7845
7845
47070
SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
1 : 150
945.23
WAREHOUSE
17/07/2023
S04
MEZZANINE FLOOR
No. DESCRIPTION DATE
1 : 150
Mezzanine Floor
1

7. Ground Floor
0
Eave High
12090
Peak High
17146
7
Mezzanine Floor
5400
6 5 4 3 2 1
12.12°
12.12°
7845 7845 7845 7845 7845 7845
47070
SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
1 : 100
945.23
WAREHOUSE
17/07/2023
S05
CROSS SECTION
No. DESCRIPTION DATE
1 : 100
GL.C
1

8. A
7
B C D E F G
6
5
4
3
2
1
8750 8750 8750 8750 8750 8750
52500
7845
7845
7845
7845
7845
7845
47070
SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
1 : 150
945.23
WAREHOUSE
17/07/2023
S06
ROOF SHEETING PLAN
1 : 150
Roof Sheeting Plan
1
No. DESCRIPTION DATE

9. Ground Floor
0
Eave High
12090
Peak High
17146
7
Mezzanine Floor
5400
6
5
4
3
2
1
7845 7845 7845 7845 7845 7845
47070
RUD
(By
Other)
RUD
(By
Other)
RUD
(By
Other)
Block
Wall
(By
Other)
PDS
(By
Other)
Window (By
Other)
Windows (By
Other)
SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
1 : 100
945.23
WAREHOUSE
17/07/2023
S07
ELEVATION GR.A
1 : 100
West
1
No. DESCRIPTION DATE

10. Ground Floor
0
Eave High
12090
Peak High
17146
7
Mezzanine Floor
5400
6 5 4 3 2 1
7845 7845 7845 7845 7845 7845
47070
SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
1 : 100
945.23
WAREHOUSE
17/07/2023
S08
ELEVATION GR.G
1 : 100
East
1
No. DESCRIPTION DATE
Wall
Block
(By
Other)

11. Ground Floor
0
A
Eave High
12090
Peak High
17146
Mezzanine Floor
5400
B
C
D
E
F
G
8750 8750 8750 8750 8750 8750
52500
Ground Floor
0
A
Eave High
12090
Peak High
17146
Mezzanine Floor
5400
B C D E F G
8750
8750
8750
8750
8750
8750
52500
SCALE
CHECKED BY
DRAWN BY
DATE
PROJECT ID
GENERAL CONTRACTOR
P.K
P.K
1 : 150
945.23
WAREHOUSE
17/07/2023
S09
ELEVATION GL.1&7
1 : 150
North
1
1 : 150
South
2
No. DESCRIPTION DATE
Wall
Block
(By
Other)
Wall
Block
(By
Other)