1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

11. REFERENCE STANDARD DRAWINGS

THE FOLLOWING NOTES APPLY TO ALL STRUCTURAL STEEL DESIGN DRAWINGS, 7. NOTATION FOR MEMBERS AND CONNECTIONS ON DESIGN DRAWINGS. T.O.GRTG TOP OF GRATING
UNLESS OTHERWISE SPECIFIED ON EACH DESIGN DRAWING. - (e.g. SH250-SS) TOGROU TOP OF GROUT DWG NO. DWG TITLE
TOPL TOP OF PLATE D-3000-1330-002 STANDARD DRAWING FOR MEMBER LIST
1. APPLICABLE SPECIFICATIONS AND DRAWINGS. CONNECTION TYPE TO BE USED AT BOTH ENDS
TPO TOE PLATE ONLY D-3000-1330-003 STANDARD DETAILS FOR HANDRAILING (1/2)
A 1.1 SPECIFICATIONS
OF A MEMBER, AS FOLLOWS :
TPR WASHER TAPERED WASHER A
EM,EMH,EMT : END PLATE MOMENT CONNECTION D-3000-1330-004 STANDARD DETAILS FOR HANDRAILING (2/2)
S-3000-1330-001: GENERAL SPECIFICATION FOR STRUCTURAL DESIGN CRITERIA. TYP TYPICAL
TOS TOP OF STEEL D-3000-1330-005 STANDARD DETAILS FOR LADDER (1/2)
S-3000-1330-002: GENERAL SPECIFICATION FOR STEEL STRUCTURE SHOP FABRICATION. SS,SSL,SSD : SINGLE SHEAR CONNECTION
S-3000-1330-003: GENERAL SPECIFICATION FOR STEEL STRUCTURE ERECTION. UNO UNLESS NOTED OTHERWISE D-3000-1330-006 STANDARD DETAILS FOR LADDER (2/2)
DS : DOUBLE SHEAR CONNECTION
U/SIDE UNDERSIDE D-3000-1330-007 STANDARD DETAILS FOR STAIR (1/2)
HY : GUSSET PLATE CONNECTION FOR DIAGONAL
V BR DIAGONAL BRACING IN VERTICAL PLANE D-3000-1330-008 STANDARD DETAILS FOR STAIR (2/2)
2. LOCATIONS, ELEVATIONS, DIMENSIONS BRACING, STRUT, ETC. (HEAVY DUTY)
W WIDTH D-3000-1330-009 STANDARD DETAILS FOR FLOOR GRATING
2.1 LOCATIONS LT : GUSSET PLATE CONNECTION FOR DIAGONAL W/ WITH D-3000-1330-010 STANDARD DETAILS FOR EM CONNECTION (1/4)
ALL COORDINATES ARE EXPRESSED IN METERS UNLESS NOTED OTHERWISE. BRACING, STRUT, ETC. (LIGHT DUTY) W/O WITHOUT D-3000-1330-011 STANDARD DETAILS FOR EM CONNECTION (2/4)
2.2 ELEVATIONS SR,SRL : SHOP WELDED RIGID CONNECTION WP WORKING POINT
D-3000-1330-012 STANDARD DETAILS FOR EM CONNECTION (3/4)
ALL ELEVATIONS ARE EXPRESSED IN METERS UNLESS NOTED OTHERWISE. PST,PS*,PW : POST CONNECTION D-3000-1330-013 STANDARD DETAILS FOR EM CONNECTION (4/4)
B 2.3 DIMENSIONS CS,CSU : COLUMN SPLICE CONNECTION
9. SYMBOLS
D-3000-1330-014 STANDARD DETAILS FOR EMH CONNECTION (1/4)
B
ALL DIMENSIONS ARE EXPRESSED IN MILLIMETERS UNLESS NOTED OTHERWISE. BP,BPS,BPF,BPK : BASE PLATE CONNECTION (FP) FIREPROOFED MEMBER
WITH TOP FLANGE EXPOSED D-3000-1330-015 STANDARD DETAILS FOR EMH CONNECTION (2/4)
3. MATERIALS EJ : EXPANSION JOINT CONNECTION D-3000-1330-016 STANDARD DETAILS FOR EMH CONNECTION (3/4)
FP ENCASED FIREPROOFED MEMBER
3.1 STRUCTURAL STEEL SSC,SSB : SINGLE SHEAR CONNECTION TO CONCRETE D-3000-1330-017 STANDARD DETAILS FOR EMH CONNECTION (4/4)
- H SHAPE, TEE, PLATE: GB/T1591 Q345 GRADE B, BS EN10025 S 355JR WMC : WELDED MOMENT CONNECTION TO CONCRETE HANDRAILING (HANDRAIL TYPE SHALL BE INDICATED IN DETAILED DRAWING) D-3000-1330-018 STANDARD DETAILS FOR EMT CONNECTION (1/4)
- CHANNEL, ANGLE: GB/T 700 Q235 GRADE B, ASTM A36M, BS EN10025 S275JR D-3000-1330-019 STANDARD DETAILS FOR EMT CONNECTION (2/4)
MEMBER DESIGNATION (e.g. SH250)
3.2 STEEL TUBE (REFER TO STD DWG NO. D-3000-1330-002) D-3000-1330-020 STANDARD DETAILS FOR EMT CONNECTION (3/4)
GRATING FLOORING D-3000-1330-021 STANDARD DETAILS FOR EMT CONNECTION (4/4)
GB/T 8162 Q345 GRADE B, ASTM A500/A500M GRADE B, ASTM A53/A53M GRADE B
8. ABBREVIATIONS D-3000-1330-022 STANDARD DETAILS FOR SS CONNECTION (1/2)
3.3 HIGH STRENGTH BOLTS, NUTS AND WASHERS D-3000-1330-023 STANDARD DETAILS FOR SS CONNECTION (2/2)
C - BOLTS: GB/T1231 GRADE8.8S, ASTM A325M TYPE 1, NF E27-701 @ AT OR PITCH
REMOVABLE GRATING FLOORING D-3000-1330-024 STANDARD DETAILS FOR SS CONNECTION COMBINAITON
C
- WASHERS: GB/T1231 GRADE8.8S, ASTM F436M TYPE 1 APPROX. APPROXIMATELY
D-3000-1330-025 STANDARD DETAILS FOR SSD CONNECTION
- HEAVY HEX NUTS: GB/T1231 GRADE8.8S, ASTM A563/A563M CLASS 10S METRIC (GRADE DH) ARRGT ARRANGEMENT
A.BOLT ANCHOR BOLT D-3000-1330-026 STANDARD DETAILS FOR SSD CONNECTION COMBINAITON
3.4 MILD STEEL BOLTS BCD BOLT (PITCH) CIRCLE DIAMETER D-3000-1330-027 STANDARD DETAILS FOR DS CONNECTION
GRATING
- BOLTS: ASTM A307 GRADE A BG BACK GAUGE (DENOTES DIRECTION OF LOAD BEARING BARS) D-3000-1330-028 STANDARD DETAILS FOR DS CONNECTION COMBINATION
- WASHERS: ASTM F436M TYPE 1, NF A35-561 BOS BOTTOM OF STEEL D-3000-1330-029 STANDARD DETAILS FOR PST & PW CONNECTION
- HEAVY HEX NUTS: ASTM A563 GRADE A BP BASE PLATE D-3000-1330-030 STANDARD DETAILS FOR PS CONNECTION
(GB/T1231 GRADE 8.8S SHALL BE APPLIED IN CASE OF GB STANDARD) BOB BOTTOM OF BASE PLATE D-3000-1330-031 STANDARD DETAILS FOR SR & SRL CONNECTION
BTM BOTTOM LADDER WITHOUT CAGE AND HOOP GUARD
3.5 WELDING ELECTRODE D-3000-1330-032 STANDARD DETAILS FOR LT & HY CONNECTION
CL CLEARANCE
GB/T 8110 ER 50-6, AWS A5.1 E70 D-3000-1330-033 STANDARD DETAILS FOR HY CONNECTION (H-SHAPE)
D C
L CENTER LINE
D-3000-1330-034 STANDARD DETAILS FOR HORIZONTAL BRACING & KNEE BRACING
D
3.6 FLOOR GRATING AND GRATING STAIR TREADS COL COLUMN
CONC CONCRETE D-3000-1330-035 STANDARD DETAILS FOR VERTICAL BRACING
GB/T 700 Q235 GRADE B, ASTM A1011/A1011M
CONN CONNECTION D-3000-1330-036 STANDARD DETAILS FOR CS CONNECTION
LADDER WITH HOOP GUARD
3.7 HANDRAIL COV PL COVER PLATE D-3000-1330-037 STANDARD DETAILS FOR BP CONNECTION
GB/T 700 Q235 GRADE B, ASTM A53 GRADE B OR A500 GRADE B LADDER WITH CAGE AND HOOP GUARD
CTR CENTERS D-3000-1330-038 STANDARD DETAILS FOR BPS CONNECTION
CTC CENTER TO CENTER D-3000-1330-039 STANDARD DETAILS FOR BPF CONNECTION
4. CONNECTION D DEPTH D-3000-1330-041 STANDARD DETAILS FOR BPK CONNECTION
4.1 HIGH STRENGTH BOLTED CONNECTIONS SHALL BE PRE-TENSIONED BY TURN OF NUT METHOD EXCEPT FOR DEG DEGREE D-3000-1330-042 STANDARD DETAILS FOR EJ CONNECTION (1/2)
EXPANSION JOINT BOLTS. DET DETAIL DN D-3000-1330-043 STANDARD DETAILS FOR EJ CONNECTION (2/2)
DIA DIAMETER
ALL HIGH STRENGTH BOLTS PERMITTED TO INDUCE PRE-TENSION FOR STRUCTURAL STEEL JOINTS SHALL BE STAIRWAY D-3000-1330-044 STANDARD DETAILS FOR CSU CONNECTION
E TIGHTENED BY TURN OF NUT METHOD.
DO DITTO
D-3000-1330-045 STANDARD DETAILS FOR SSC CONNECTION
E
DN DOWN UP
DWG DRAWING D-3000-1330-046 STANDARD DETAILS FOR SSB CONNECTION
4.2 BOLT HOLE SHALL BE AS FOLLOWS
EL ELEVATION (HEIGHT) D-3000-1330-047 STANDARD DETAILS FOR WMC CONNECTION
-HOLES FOR HIGH STRENGTH BOLTS AND MILD STEEL BOLTS SHALL BE
EMB PL EMBEDDED PLATE D-3000-1330-048 STANDARD DETAILS FOR PIPE SUPPORT BASE (PPL)
2.0 MM LARGER IN DIAMETER OF BOLT UNLESS OTHERWISE SPECIFIED.
EXP JT EXPANSION JOINT 1 INCLINATION D-3000-1330-049 STANDARD DETAILS FOR FIREPROOFING (1/2)
-HOLES FOR ANCHOR BOLTS SHALL BE 6.0 MM LARGER IN DIAMETER OF BOLT USED FOR EQ EQUAL D-3000-1330-050 STANDARD DETAILS FOR FIREPROOFING (2/2)
LESS THAN OR EQUAL TO M24 BOLTS AND 8.0 MM FOR M30 AND LARGER BOLTS UNLESS OTHERWISE SPECIFIED. 2
EQ P EQUAL PITCH(SPACING) D-3000-1330-051 STANDARD DETAILS FOR SL CONNECTION (1/2)
FB FLAT BAR D-3000-1330-052
4.3 UNLESS OTHERWISE SPECIFIED, THE FOLLOWING FILLET WELDS STANDARD DETAILS FOR SL CONNECTION (2/2)
SHALL BE PROVIDED. THE WELD SIZE NEED NOT EXCEED THE FCJ FIELD CONSTRUCTION JOINT
CAMBER ("50"MEANS CAMBER BY 50mm) D-3000-1330-053 STANDARD DETAILS FOR BPC CONNECTION
FFL FINISHES FLOOR LEVEL
F THICKNESS OF THE THINNER MATERIAL BEING JOINTED.
FIG FIGURE 50 F
WELD SIZE (S) SCALLOP SIZE FL FLOOR
PLATE THICKNESS
FLG FLANGE 10. CROSS REFERENCE SYSTEM FOR DETAILS AND SECTIONS.
(t) T JOINTS LAP JOINTS R FPE FIRE POTENTIAL EQUIPMENT 12. SAMPLE OF MEMBER DESIGNATION
6 TO 8 6 6 30 FPRF FIREPROOFING OR FIREPROOFED
FL PL FLOOR PLATE DETAIL REFERENCE MARK
OVER 8 TO 11 6 6 30 EXAMPLE 1 SS
1 SSD
FS FAR SIDE
OVER 11 TO 15 9 9 30 2
FSE FIRE SCENARIO ENVELOPE SHEET NUMBER OF EACH SET OF DESIGN DRAWINGS MH340-SSD-SS
OVER 15 TO 18 9 9 30 GND LIN GROUND LINE ON WHICH DETAIL IS SHOWN.
OVER 18 12 12 35 GALV GALVANIZED 2
GL GROUND LEVEL OR GROUND LINE -
SC S DENOTES DETAIL 2 LOCATED IN THE SHEET
AL
G LO
P t1 WELD ALL-AROUND WELD ALL-AROUND
GRTG GRATING WHICH SYMBOL APPEARS. EXAMPLE 2 G
G PL GUSSET PLATE
SECTIONAL VIEW REFERENCE MARK. EM NA
t2

GWT GRATING WITH TOE PLATE

t1

H BR DIAGONAL BRACING IN HORIZONTAL PLANE A SH250-NA-EM

t2

HR HANDRAILING 3
S SHEET NUMBER OF EACH SET OF DESIGN
H.P.P. HIGH POINT OF PAVING DRAWINGS IN WHICH SECTION OR VIEW
t=t1 or t2,WHICHEVER IS THINNER.
HSB HIGH STRENGTH BOLT IS SHOWN.
KTO KNEERAIL AND TOE PLATE ONLY DETAIL/SECTION REFERENCE MARK.
4.4 ALL BUTT WELDS SHALL BE FULL PENETRATION AND SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE. LD LADDER DET/SEC
X
LG LENGTH 4 (IN TITLE)
4.5 ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1
MAX MAXIMUM SHEET NUMBER OF EACH SET OF DESIGN
DRAWINGS IN WHICH DETAIL/SECTION
H 4.6 DESIGN ENGINEER SHALL CHECK THAT STRUCTURAL CAPACITIES OF CONNECTIONS DETAILED IN THESE
STANDARDS ARE ADEQUATE FOR THE PROPOSED APPLICATION PRIOR TO THEIR USE.
MIN
M.BOLT
MINIMUM
MILD STEEL BOLT
IS CALLED UP. H
M/L MATCH LINE
5. PAINTING AND GALVANIZING MS MILD STEEL
NO. NUMBER
5.1 GALVANIZING FOR HIGH STRENGTH BOLTS, MILD BOLTS, NUTS, WASHERS SHALL BE HOT DIP SPUN
NS NEAR SIDE
GALVANIZED AND CONFORM TO ASTM A153
NTS NOT TO SCALE
5.2 GALVANIZING FOR HANDRAILS, LADDER, AND GRATING SHALL BE HOT DIP GALVANIZED AND O.D. OUTSIDE DIAMETER
CONFORM TO ASTM A123 OPN OPENING
1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
OPP OPPOSITE
5.3 THE PROTECTIVE COATING SYSTEM TO BE APPLIED IN ACCORDANCE WITH PJ PROJECTION 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
S-3000-13A0-001: GENERAL SPECIFICATION FOR PAINTING. PL PLATE A 19/04/17 FOR APPROVAL Y.T T.M M.O
I PPL WING PLATE
I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
QTY QUANTITY
6. SEAL WELD R OR RAD RADIUS
SEAL WELD SIZE SHALL BE 3.0 MM MINIMUM. RC REINFORCED CONCRETE
REF
REM
REFERENCE
REMOVABLE
SONATRACH
REQD REQUIRED DIVISION PRODUCTION
REV REVISION
SIZE

SEC SECTION
SIM SIMILAR
SPL PL SPLICE PLATE OWNER: SONATRACH
J STD STANDARD J
STIFF PL STIFFENER(RIB) PLATE PROJECT: HASSI R'MEL BOOSTING PHASE III
SYM SYMMETRICAL
D-3000-1330-001

S.BOLT SET BOLT FOR EQUIPMENT etc. TITLE:

SQ SQUARE
STWY STAIRWAY
THK OR t THICKNESS STRUCTURAL STEEL WORKS
THRU THROUGH
GENERAL NOTES
TL TANGENT LINE
CONTRACTOR'S DOCUMENT NO.

TOB TOP OF BEAM

TOC TOP OF CONCRETE
K TO COL TOP OF COLUMN JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
0-7577-20 D-3000-1330-001
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

A A

GB/T 11263-2010 GB/T 706-2008

MASS MOMENT OF RADIUS OF PLASTIC MODULUS MASS MOMENT OF RADIUS OF PLASTIC MODULUS
DIMENSION (mm) AREA OF 4 4 3 3 DIMENSION (mm) AREA OF 4 4 3 3
MEMBER PER INERTIA (10 mm ) GYRATION(10mm) (10 mm ) MEMBER PER INERTIA (10 mm ) GYRATION(10mm) (10 mm )
SECTION SECTION
DESIGNATION 2 2 METER DESIGNATION 2 2 METER
H B t1 t2 r (10 mm ) AXIS X-X AXIS Y-Y AXIS X-X AXIS Y-Y AXIS X-X AXIS Y-Y H B t1 t2 r1 r2 (10 mm ) AXIS X-X AXIS Y-Y AXIS X-X AXIS Y-Y AXIS X-X AXIS Y-Y
(kg/m) (kg/m)

WH125 125 125 6.5 9 8 30.00 23.6 839 293 5.28 3.12 152 71.7 C100 100 48 5.3 8.5 8.5 4.2 12.74 10.0 198.3 25.6 3.95 1.41 46.4 14.1
WH150 150 150 7 10 8 39.64 31.1 1620 563 6.39 3.76 243 114 C120 120 53 5.5 9 9 4.5 15.36 12.06 346.0 37.4 4.75 1.56 67.1 18.5
B B

CHANNEL
WH175 175 175 7.5 11 13 51.42 40.4 2900 984 7.5 4.37 370 172 C160 160 63 6.5 10 10 5 21.96 17.24 866.2 73.3 6.28 1.83 125.9 30.1
H-SHAPE (WIDE)

WH200 200 200 8 12 13 63.53 49.9 4720 1600 8.61 5.02 525 244 C180 180 68 7 10.5 10.5 5.2 25.7 20.17 1270 98.6 7.04 1.96 164.5 37.2
WH250 250 250 9 14 13 91.43 71.8 10700 3650 10.8 6.31 953 443 C200 200 75 9 11 11 5.5 32.83 25.77 1910 144.0 7.64 2.09 225.4 53.1
WH300 300 300 10 15 13 118.5 93.0 20200 6750 13.1 7.55 1480 683 C250 250 78 7 12 12 6.0 34.91 27.40 3370 175.9 9.82 2.24 311.4 62.2
WH350 350 350 12 19 13 171.9 135 39800 13600 15.2 8.88 2520 1180
WH400 400 400 13 21 22 218.7 172 66600 22400 17.5 10.1 3670 1700
WH408 400 408 21 21 22 250.7 197 70900 23800 16.8 9.74 3990 1790 GB/T 706-2008
MH148 148 100 6 9 8 26.34 20.7 1000 150 6.16 2.38 154 46.4
C MEMBER
DIMENSION (mm) AREA OF
MASS
PER
MOMENT OF INERTIA (10 mm )
4 4
RADIUS OF GYRATION(10mm) C
MH194 194 150 6 9 8 38.10 29.9 2630 507 8.30 3.64 301 103 SECTION
H-SHAPE (MIDDLE)

DESIGNATION 2 2 METER AXIS AXIS

MH244 244 175 7 11 13 55.49 43.6 6040 984 10.4 4.21 550 172 A B t r (10 mm ) AXIS U-U AXIS V-V AXIS U-U AXIS V-V
(kg/m) X-X=Y-Y X-X=Y-Y
MH294 294 200 8 12 13 71.05 55.8 11100 1600 12.5 4.74 842 245
L50x6 50 50 6 5.5 5.69 4.46 13.05 20.68 5.42 1.52 1. 91 0.98

EQUAL ANGLE
MH340 340 250 9 14 13 99.53 78.1 21200 3650 14.6 6.05 1380 445
L70x70x6 70 70 6 8 8.16 6.41 37.77 59.93 15.61 2.15 2.71 1.38
MH390 390 300 10 16 13 133.3 105 37900 7200 16.9 7.35 2140 730
L75x8 75 75 8 9 11.5 9.03 59.96 95.07 24.86 2.28 2.88 1.47
MH488 488 300 11 18 13 159.2 125 68900 8110 20.8 7.13 3130 825
L90x10 90 90 10 10 17.17 13.48 128.58 203.9 53.26 2.74 3.45 1.76
MH588 588 300 12 20 13 187.2 147 114000 9010 24.7 6.93 4350 921
L100x10 100 100 10 12 19.26 15.12 179.51 284.68 74.35 3.05 3.84 1.96
D SH200 200 100 5.5 8 8 26.66 20.9 1810 134 8.22 2.23 205 41.6
D
SH250 250 125 6 9 8 36.96 29 3960 294 10.4 2.81 358 72.7
SH300 300 150 6.5 9 13 46.78 36.7 7210 508 12.4 3.29 542 105
H-SHAPE (SLENDER)

GB/T 706-2008
SH350 350 175 7 11 13 62.91 49.4 13500 984 14.6 3.95 864 173
SH400 400 200 8 13 13 83.37 65.4 23500 1740 16.8 4.56 1310 267 DIMENSION (mm) MASS MOMENT OF INERTIA (10 mm )
4 4
RADIUS OF GYRATION(10mm)
AREA OF
MEMBER PER
SH450 450 200 9 14 13 95.43 74.9 32900 1870 18.6 4.42 1650 290 SECTION
DESIGNATION 2 2 METER AXIS AXIS
A B t r (10 mm ) AXIS U-U AXIS V-V AXIS U-U AXIS V-V
(kg/m) X-X=Y-Y X-X=Y-Y
SH500 500 200 10 16 13 112.3 88.1 46800 2140 20.4 4.36 2130 333
SH600 600 200 11 17 13 131.7 103 75600 2270 24.0 4.15 2900 358 L75x50 75 50 6 8 7.26 5.7 41.12 14.70 8.54 2.38 1.42 1.08

UNEQUAL
E SH700 700 300 13 24 18 231.5 182 197000 10800 29.2 6.83 6340 1110 L100x80x8 100 80 8 10 13.94 10.95 137.92 78.58 40.58 3.14 2.37 1.71 E

ANGLE
SH800 800 300 14 26 18 263.5 207 286000 11700 33.0 6.66 8100 1210 L125x80x10 125 80 10 11 19.71 15.47 312.04 100.67 59.45 3.98 2.26 1.74
SH900 900 300 16 28 18 305.8 240 404000 12600 36.4 6.42 10300 1320 L140x90 140 90 10 12 22.26 17.48 445.5 140.03 85.82 4.47 2.56 1.96
L160X100x10 160 100 10 13 25.32 19.88 668.7 205.03 121.74 5.14 2.85 2.19

GB/T 11263-2010 GB/T 6728 - 2002 MASS

DIMENSION (mm) AREA OF UNIT
MEMBER PER MEMBER
MASS MOMENT OF RADIUS OF DIMENSION (mm) MASS MOMENT SECTION WEIGHT
DIMENSION (mm) AREA OF 4 4 AREA OF RADIUS OF PLASTIC DESIGNATION 2 2 METER DESIGNATION 2
F MEMBER
SECTION
PER INERTIA (10 mm ) GYRATION(10mm) MEMBER
DESIGNATION
SECTION
PER
METER
OF
INERTIA
GYRATION MODULUS B t (10 mm )
(kg/m)
(kg/m ) F
DESIGNATION 2 2 METER 2 2
(10 mm ) (10mm)
3 3
(10 mm )
H B t1 t2 r (10 mm ) AXIS X-X AXIS Y-Y AXIS X-X AXIS Y-Y D t (kg/m) (10 4mm4 )
(kg/m) FB25x6 25 6 1.5 1.18 PL-6 47. 1

CT125 125 125 6 9 8 18.48 14.5 248 147 3.66 2.81 P114 114.3 6.0 20.36 15.98 297.73 3.824 70.06 FB25x10 25 10 2.5 1.97 PL-8 62.8

CT150 150 150 6.5 9 13 23.39 18.4 464 254 4.45 3.29 P165 168.3 8.0 39.46 30.97 1218.92 5.56 197.36 FB32x6 32 6 1.9 1.51 PL-10 78.5

CT175 175 175 7 11 13 31.45 24.7 814 492 5.08 3.95 P219 219.1 8.0 53.10 41.6 2960 7.47 357 FB50x6 50 6 3.0 2.36 PL-12 94.2
TEE

TUBE
CT200 200 200 8 13 13 41.68 32.7 1390 868 5.78 4.56 P273 273 8.0 66.6 52.3 5852 9.37 562 FB50x10 50 10 5.0 3.93 PL-16 125.6

PLATE
CT250 250 200 10 16 13 56.12 44.1 3200 1070 7.54 4.36 P325 323.9 8.0 79.7 62.5 10014 11.21 804 FB50x12 50 12 6.0 4.71 PL-20 157.0

FLAT BAR
CT300 300 200 11 17 13 65.85 51.7 5770 1140 9.35 4.14 P355 355.6 8.0 87.4 68.6 13200 12.3 967 FB65x12 65 12 7.8 6.12 PL-22 172.7
G P406 406.4 10.0 125 97.8 24480 14.0 1572 FB75x6 75 6 4.5 3.53 PL-25 196.3 G
FB75x10 75 10 7.5 5.90 PL-28 219.8
FB75x12 75 12 9.0 7.06 PL-30 235.5
FB100x6 100 6 6.0 4.71 PL-35 274.8
FB100x10 100 10 10.0 7.86 PL-40 314.0
FB100x12 100 12 12.0 9.42
FB150x6 150 6 9.0 7.06

H H

t
= = t
V Y 0 30/05/17 FOR CONSTRUCTION Y.T T.M M.O
B Y
t2

Y Y
Y B 08/05/17 FOR APPROVAL Y.T T.M M.O
t2

V U
Y
t2

U A 17/03/17 FOR APPROVAL Y.T T.M M.O

I I

t
r r
A/2

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

A

t1 95
t
A

X X X X X X X X X X X X
H

B
r r
H

t1 t1 r1 r2

U
SONATRACH
t

Y Y t DIVISION PRODUCTION
U Y B/2 V
Y B Y
Y
SIZE

B D
B B V
OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
H-SHAPE TEE CHANNEL EQUAL ANGLE UNEQUAL ANGLE TUBE FLAT BAR
D-3000-1330-002

TITLE:

STANDARD DRAWING FOR

MEMBER LIST
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-002
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
31-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:
MAX 1630
1. UNO, ALL MATERIALS OF HANDRAILING SHALL BE CUT AND
MAX 1630 MAX 3260 MAX 4890 ADJUSTED IN FIELD EXCEPT POSTS AND BENDS WHICH
SHALL BE SHOP FABRICATED AS SPECIFIED ON THIS DWG.
A = = = = =
A
1 A 3 3 3 MAX @ 1500 130 130
2. POSTS LOCATION SHALL BE DETERMINED BY FABRICATOR
HR AT EXP JT MAX @1500 HR AT CORNERS
- 004 - - - BASED ON THE REQUIREMENT ON THIS DWG.
55 20 55 55 20 55

25 25 1 1/4" SCH.40 PIPE 25 25 3. ALL CUT CORNERS AND SIDES AND WELDED JOINTS OF
TOP RAILS INCLUDING TOP RAILS TO POST CONNECTIONS
SHALL BE GROUND SMOOTH.

150
4. DETAIL OF CAP PL

500
B FB-50x10
4
SEAL WELD B
2 70 CL (TYP)
REMOVABLE PORTION -
-

1100
REMOVABLE PORTION REMOVABLE PORTION
L-70x70x6

600
FB-100x6 CAP PL-6 DIA37
NORMAL TYPE HR REMOVABLE TYPE HR (STANDARD CAPS MAY BE USED IN LIEU)

T.O.GRTG
5. VENT HOLES FOR HOT-DIP GALVANIZING SHALL BE
C PROVIDED AS PER ASTM A385, THOSE SHALL BE AT
BOTTOM FACE OF PIPES.
C
150 150

B
DETAIL 3

-
MAX @1500 MAX @1500 MAX @1500
-
10mm DIA VENT HOLES (TYP)

EXCEPT TOP HR

TO BE OMITTED.
OF KNEERAIL
ABOVE TOP
& HR POST

KNEERAIL & HR POST

SIMILAR,
D D

EXCEPT TOP HR,

TO BE OMITTED.
60 (TYP) 60 (TYP)

OF TOE PLATE
1 1/4" SCH.40 PIPE
(NOTE 5) CAP PL-6 CAP PL-6

ABOVE TOP
1

SIMILAR,
1
9 3

B
-

C LIN TOP RAIL

FB-50x10 FB-50x10 TOP-RAIL
(NOTE 5)
1 1/4" SCH.40 PIPE

E E

B
-
L-70x70x6 L-70x70x6

500
FB-100x6 FB-100x6 KNEERAIL FB-50x10
FB-100x6 FB-100x6 40

1100
JOINT

600
L-70x70x6 TOE PLATE FB-100x6

100
F L-70x70x6
T.O.GRTG F

197

37
B
-

TYP DETAIL OF NORMAL TYPE HR K.T.O TYPE T.O TYPE

(KNEERAIL AND TOE PLATE ONLY) (TOE PLATE ONLY)
TYPICAL SECTION B
-

G 30 40 G
180
PL-6
POST L70x70x6

200 50 CL 2-M16 M BOLTS

130
C

90 CL WHERE COLUMN
-

IS FIREPROOFED

60
M16 M.BOLTS
CAP PL-6
H H

165
25

75
30
25

PL-10

50 CL CAP PL-6
MAX 600 MAX 600 40 40 10 50 WHERE BEAM
IS FIREPROOFED 1 18/08/17 FOR CONSTRUCTION Y.T M.K M.O
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
DETAIL 4 H-SHAPE A 17/04/17 FOR APPROVAL Y.T T.M M.O
I - I
50 CL MAX REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
BETWEEN TOE PLATE

POST L70x70x6
SONATRACH
170 DIVISION PRODUCTION
(MAX 6 CLEARANCE)

MAX 6 CLEARANCE
(TYP) OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
100
5
D-3000-1330-003

TITLE:
TOE PLATE FB-100x6
32

37

25 CL MAX
10 15 50 WHERE BEAM 50 WHERE BEAM STANDARD DETAILS FOR
DENOTES C160 DENOTES C160
(G PL TO BE PROFILE CUT) (G PL TO BE PROFILE CUT)
IS FIREPROOFED IS FIREPROOFED HANDRAILING (1/2)
DETAIL 1 SECTION C DETAIL 2
- - - CHANNEL
K (TYP EXP JT)
JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
0-7577-20 D-3000-1330-003
TYPICAL DETAIL OF TOE-PLATE TYPICAL DETAIL OF CLIP PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN G 17
- 2 0
U
18-A
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1. UNO, ALL MATERIALS OF HANDRAILING SHALL BE CUT AND

ADJUSTED IN FIELD EXCEPT POSTS, BENDS, AND FIXING MATERIAL
WHICH SHALL BE SHOP FABRICATED AS SPECIFIED ON THIS DWG.
A A
2. ALL CUT CORNERS AND SIDES AND WELDED JOINTS OF
MAX @1500 TOP RAILS INCLUDING TOP RAILS TO POST CONNECTIONS
SHALL BE GROUND SMOOTH.
MAX @1500 MAX @1500
3. DETAIL OF CAP PL

EXCEPT TOP HR

TO BE OMITTED.
OF KNEERAIL
ABOVE TOP
SEAL WELD

& HR POST

KNEERAIL & HR POST

SIMILAR,

EXCEPT TOP HR,

TO BE OMITTED.
B 60 (TYP) 60 (TYP) B

OF TOE PLATE
1 1/4" SCH.40 PIPE
(NOTE 2) CAP PL-6 CAP PL-6

ABOVE TOP
CAP PL-6 DIA37

SIMILAR,
(STANDARD CAPS MAY BE USED IN LIEU)

D
-
FB-50x10 FB-50x10 4. VENT HOLES FOR HOT-DIP GALVANIZING SHALL BE
PROVIDED AS PER ASTM A385, THOSE SHALL BE AT
BOTTOM FACE OF PIPES.

D
-
L-70x70x6 L-70x70x6 150 150
C FB-100x6 FB-100x6 FB-100x6 FB-100x6 C
L-70x70x6

10mm DIA VENT HOLES (TYP)

JOINT

5. TOE PLATE AT EMB PL LOCATION SHALL BE

D D
D

NOTCHED TO MAINTAIN 6MM (MAX) CLEARANCE.

-

TYP DETAIL OF NORMAL TYPE HR K.T.O TYPE T.O TYPE

(KNEERAIL AND TOE PLATE ONLY) (TOE PLATE ONLY)

6mm MAX
200

15
E E

1
1

F 9 3 F
TOP-RAIL

C LIN TOP RAIL

TOP-RAIL (NOTE 4)
(NOTE 4) 1 1/4" SCH.40 PIPE
1 1/4" SCH.40 PIPE

500
500
40 KNEERAIL FB-50x10
40 KNEERAIL FB-50x10

MAX 500 (TYP)

1100
1100
.
U
X IN L W
60 IE

OR BENT
O

MAX 500 (TYP)

G G
PR ED LB

4
AP US D E

600
L-70x70x6 TOE PLATE FB-100x6

600
L-70x70x6 TOE PLATE FB-100x6
BE AR
60

O
AY ND
X
O

M TA
R

S
P

T.O.GRTG
AP

T.O.C FL

5 6
- -
150 125 UNO 125 UNO

H 75 75 TYPICAL SECTION D H
-
MAX 1500

MAX 1500

75 75
150

40

40
KNEERAIL EMBEDDED PL
AND TOE PLATE (BY CONCRETE WORK) 1 18/08/17 FOR CONSTRUCTION Y.T M.K M.O
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
A 17/04/17 FOR APPROVAL Y.T T.M M.O
I 6mm MAX
I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH

6mm MAX
DIVISION PRODUCTION
NOTE 5

MAX 500 (TYP)

MAX 500 (TYP)
T.O.GRTG

T.O.C FL OWNER: SONATRACH

J J
KNEERAIL AND TOE PLATE TOP RAIL PROJECT: HASSI R'MEL BOOSTING PHASE III
EMB PL EMB PL
D-3000-1330-004

TITLE:
SECTION A
003 STANDARD DETAILS FOR
DETAIL 5 DETAIL 6
- - HANDRAILING (2/2)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-004
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN G 17
- 2 0
U
18-A
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

700 1. ONE RUNG SHALL BE LOCATED AT THE LEVEL OF THE PLATFORM

LANDING.
A 350 350
2. ALL CUT CORNERS, SIDES & WELDED CONNECTIONS OF TOP RAILS A
AND STRINGER SHALL BE GROUND SMOOTH.

150
3. HOOPS OF A CAGE SHALL BE BENT AT SHOP.

1550
4. J-BOLT SHALL BE SUPPLIED BY FABRICATOR.

1100

1100
5. UNO, THE ELEVATION OF TOP OF FOUNDATION SHOULD BE
EL+100.050.

150

1550
T.O.GRTG T.O.GRTG 6. FOR LADDER FOUNDATION, SEE STANDARD DWG

200

200
D-3000-1320-004.
B B

MAX @1200

MAX @1200
T.O.GRTG
MAX 4500

MAX 4500

LADDER HEIGHT (L)

MAX @1200

MAX @1200
C C
MIDWAY SIDE ENTRANCE T.O.GRTG OR

MIDWAY SIDE ENTRANCE

150 ~450
T.O.C
MAX 4500

MAX 4500
20mm DIA ROUND BAR @300

20mm DIA ROUND BAR @300

410
2150

2150
LADDER HEIGHT (L)

LADDER HEIGHT (L)

MAX 9100

MAX 9100
D TYPE-3 : SIDE ENTRANCE WITHOUT CAGE D
T.O.GRTG T.O.GRTG (LADDER HEIGHT TO BE 2300 OR LESS)
200

200
MAX @1200 MAX @1200

MAX @1200 MAX @1200

MAX 4500

MAX 4500
700

350 350
E E

1100
MAX 4500

MAX 4500
2150

2150
T.O.GRTG

F F

LADDER HEIGHT (L)

T.O.GRTG OR T.O.GRTG OR
150 ~450

150 ~450
T.O.C T.O.C

410 410
(INSIDE DISTANCE) (INSIDE DISTANCE)
(TYP) (TYP)
T.O.GRTG OR

150 ~450
T.O.C

G TYPE-1 : SIDE ENTRANCE WITH CAGE TYPE-2 : FRONT ENTRANCE WITH CAGE 410
G

MAMBER OF LADDER STRINGER

TYPE-4 : FRONT ENTRANCE WITHOUT CAGE
LADDER HEIGHT STRINGER MEMBER (LADDER HEIGHT TO BE 2300 OR LESS)
H<
= 2300 FB65x12

DETAIL 2 H > 2300 L70x70x6

H - H
IF LESS THAN
1200 PROVIDE STD CAGE WITH
760 MIN EXTENDED VERTICAL BARS
TOP RAIL

2 400 NOTE 1 400

MAX
240

-
1 18/08/17 FOR CONSTRUCTION Y.T M.K M.O
A 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
- EXTENDED VERTICAL BARS FB25*6
380 MIN

A 17/04/17 FOR APPROVAL Y.T T.M M.O

I (SHIPPED AS LOOSE MATERIAL) I
MAX
240

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

EXTENDED VERTICAL BARS

SONATRACH
PROVIDE STD CAGE WITH

WELD ADDITIONAL VERTICAL BAR

TOP RAIL
240 240
FOR CORNER CONDITION
EDGE OF STEEL

MAX MAX TOP OF RAILING

DIVISION PRODUCTION

EDGE OF FP
1
OWNER: SONATRACH
J - T.O.GRTG J
200 200
PROJECT: HASSI R'MEL BOOSTING PHASE III
500 500
D-3000-1330-005

MAX MIN MAX MIN

LADDER CAGE AT ELEVATED PLATFORM TITLE:
WITH EXTENDED VERTICAL BARS SECTION A DETAIL 1
- - STANDARD DETAILS FOR
LADDER (1/2)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-005
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN G 17
- 2 0
U
18-A
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:
55 55 = =

200 M16 M BOLT 1. WELD TOP RAIL TO HOOP GUARD AT TOP

40

40
55 350 MIN DIA18x40 CTC SLOTTED HOLE PLATFORM ONLY, NO NEED TO WELD TOP RAIL
ON CLIP SIDE AT INTERMEDIATE PLATFORM.
A A

30

30
200 200 75 SET BOLT SNUG BUT
200 350 200 350 350 L160x100x10
ALLOW FOR SLIDING 2. SAFETY GATE IS REQUIRED FOR ALL FIXED LADDERS SERVING
HOOP GUARD CLIP ELEVATION 1200mm OR MORE ABOVE THE GROUND, PLATFORM
SAFETY GATE

20
FB75x6 SAFETY GATE OR FLOOR.

40
30 40

160
50 50

90

20
R3 R3

50
T.O.C

100

100
350

350
700

700
HANDRAIL 40 60
DIA.20 HOLE
400 MIN

400 MIN
350

350
400

400
FOR M16 MECHANICAL ANCHOR 100

55
HR HR OR CHEMICAL ANCHOR

30
B ON CONRETE (NOTE 2)
B
M16 M.BOLT
E 2 E 2 100 100 2NUT & WASHER
75
- - 75
- - GRATING DIA 18x40 CTC GRATING L160x100x10

E
2 2 DIA 18x40 CTC

-
30 50 50

E
-
SLOTTED HOLE SLOTTED HOLE
SAFETY GATE BAR SUPPORT - SAFETY GATE BAR SUPPORT -
DIA.33.4 PIPE DIA.33.4 PIPE
(1" SCH.40 PIPE) (1" SCH.40 PIPE)

20
= =
LADDER TYPE-1 LADDER TYPE-2 LADDER TYPE-3 LADDER TYPE-4

100
==
21
SECTION A B SECTION A B
C - - - - SECTION G SECTION H
DETAIL OF J-BOLT
C
- -

DIA 18x40 CTC M16 M. BOLT

M16 M. BOLT
DIA 18x40 CTC SLOTTED HOLE DIA18x40 CTC SLOTTED HOLE
70 700 70 SLOTTED HOLE DIA18x40 CTC SLOTTED HOLE ==
== L160x100x10 ON CLIP SIDE
ON CLIP SIDE
CLIP SET BOLT SNUG BUT
350 350 L160x100x10 SET BOLT SNUG BUT
ALLOW FOR SLIDING
HOOP GUARD CLIP ALLOW FOR SLIDING

30 40 50
50

30 40 50

40 120
FB75x6
HOOP GUARD H

40 120
FB75x6 SAFETY GATE
B G DIA 18 HOLE
D A - -
DIA 18 HOLE - D

150
- 100 J-BOLT
GRATING GRATING
J-BOLT
1550

1500

1100
TYPE-2
TYPE-1
1100

2
-
ON GRATING

150
T.O.GRTG T.O.GRTG

200
T.O.GRTG T.O.GRTG
DETAIL 3
200

E FB 65x12
BOTTOM LADDER SUPPORT - E
350
MAX 1200

50
1 230
- FRONT ENTRANCE 32°
TYPICAL DETAIL
MAX 4500

32
HOOP TO
C

° 16
SIDE RAIL 0
35
(TYP) - MIN200 R=

°
16°
1 00
F PL-10 R= F

°
100 UNO

32
MAX 1200

410
32°
BOTTOM CAGE BAND
FB75x6
VERTICALS CAGE BARS
FB50x6 (8 REQ'D)
SECTION C GRIND
- SMOOTH

SECTION F
SUPPORT DISTANCE (TYP)

CAGE BAND
FB75x6 -
G G
A
MAX 4500

350 100
-
2150

E1
10 SAFETY GATE 6 LADDER RUNG

-
2-M16 M BOLT DIA.33.4 PIPE DIA.20 BAR
RUNG DIA. 20mm
ROUND BAR (1" SCH.40 PIPE)
0
15 35
LADDER HEIGHT (L)

(TYP) R=
1100

15°
42.5

R=
F 00 DETAIL OF RUNG

35
55
1
R=

0
200 MIN -
2 207 CAP PL-6 DIA 28
75

T.O.GRTG T.O.GRTG
H 880
STD CAP MAY BE FLARE BOTTOM BAND AS SHOWN, H
200

USED IN LIEU UNLESS VERTICAL BARS ARE

BOTTOM CAGE BAND EXTENDED TO TOP RAIL
42.5

FB75x6 OF PLATFORM GUARD RAIL.

MAX 1200

LADDER SUPPORT SECTION D

C160
PL-10 SECTION E
HOOP TO 50 50 - -
SIDE RAIL
MAX 4500

(TYP) 115 2 22/09/17 FOR CONSTRUCTION Y.T M.K M.O

1 18/08/17 FOR CONSTRUCTION Y.T M.K M.O
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
MAX 1200

DETAIL 1 A 17/04/17 FOR APPROVAL Y.T T.M M.O

I - I

E2
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

-
T.O.GRTG

D
- C.LIN OF

1100 5 VARIES 30 10
SIDE RAIL SONATRACH
BOTTOM CAGE BAND DIVISION PRODUCTION
FB75x6 1075
DIA.48.3 PIPE 5
SIZE

50
25 40 (1-1/2" SCH.40 PIPE) 60
30 40 OWNER: SONATRACH
MAX 4500

=
J FB 75x6 J
2150

HR 15
PROJECT: HASSI R'MEL BOOSTING PHASE III
DIA 40 10mm DIA VENT HOLES

=
(TYP)
D-3000-1330-006

55

TITLE:
27
85

20

50
DIA.48.3 PIPE

DIA 16 ROUND BAR

(1-1/2" SCH.40 PIPE)
SAFETY GATE DIA 16 ROUND BAR
DIA.33.4 PIPE 20 6 STANDARD DETAILS FOR
40 (1" SCH.40 PIPE)
GATE STOP E3 LADDER (2/2)
T.O.GRTG OR 410 GROUND SMOOTH
CONTRACTOR'S DOCUMENT NO.

T.O.C -
3
K - SECTION E1 SECTION E2 SECTION E3 K
SIDE ENTRANCE DETAIL 2 JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE
- - -
- 0-7577-20 D-3000-1330-006
TYPICAL DETAIL
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN P- 7
2 0 1
20-SE
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1. STAIR TREADS SHALL BE ARRANGED SO THAT THE EDGE WILL NOT

RUN OFF THE EDGE OF STAIRS.
EFFECTIVE WIDTH (TYP) EFFECTIVE WIDTH (TYP)

STAIR WIDTH
A 1000 MIN 1000 MIN 2. ALTERNATIVE STAIR ANGLE SHALL BE AS FOLLOWS. A

EFFECTIVE
5 OR (39.8°)
6

1000

(TYP)
TABLE "1"
STRINGER MAX UNSUPPORTED

DN

UP

UP
MEMBER HORIZONTAL "L"

C200 6200

DN

DN

DN

DN
UP

UP
TYP SECTION SHOWN BELOW
C250 7400

B B
1000 MIN
EFFECTIVE WIDTH (TYP)

T.O.GRTG T.O.GRTG
M
AX
C 15
00
C
00
15
MAX 3660

MAX 3660
AX OBSTACLE
M

(APPLIES ARRANGEMENT
---
-- ---
- -- & III
T.O.GRTG T.O.GRTG T.O.GRTG

MIN 2100
0

-I ,II
0
00 15
15 AX
MAX 3660

MAX 3660

MAX 3660
M
AX 1
M
D 1 1.3
D
1
(PREFERRED,
1.3 NOTE 2) 1.3
TOC OR (PREFERRED, NOTE 2) TOC OR TOC OR (PREFERRED, NOTE 2)
T.O.GRTG T.O.GRTG T.O.GRTG
STIFFENING BRACES
TO BE PROVIDED
WHERE ARRANGEMENT- II
TO BE APPLIED.
L

L L L
E E

ARRANGEMENT- I ARRANGEMENT- II ARRANGEMENT- III

F F
BENT CHECKER PLATE
WP NOSING
2

275
TREAD WIDTH
30 DIA.18x26 SLOTED HOLE (TREAD)
150 DIA.18 (STRINGER)
G FOR M16 M BOLT W/WASHER
G

45
RISER HEIGHT
65
MAX 200
MIN 185
E S Y)
C NL

20
A O P)
BR T-II Y NOTE 1
G N (T
6 I N E 1 0
H 5 0x FEN EM X H
L IF NG
T P RO DIA.18 HOLE (TREAD AND STRINGER)
A
(S RR AP BENT CHECKERED PLATE NOSING FOR M16 M.BOLT W/WASHER
A
MIN 15
45 X

2
MA
(TY °
P)

MAX
M16 M.BOLT 45°
) 2 02/10/17 FOR CONSTRUCTION Y.T M.K M.O
(TYP) (TYP
275 1 18/08/17 FOR CONSTRUCTION Y.T M.K M.O
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
SE

MAIN BAR
40

A 17/04/17 FOR APPROVAL Y.T T.M M.O

E

I @30 (TYP) I
TA

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

BLE
"1

10
"

00

CROSS BAR 6 SQ

30 TWISTED BAR (TYP.) SONATRACH

CROSS BAR @100 (TYP)
LENGTH 1000 U.N.O

0 DIVISION PRODUCTION
10
40

0 MAIN BAR (BEARING BAR)

SIZE

13
FB32x5 SERRATED

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-007

TITLE:
BENT CHECKERED PLATE NOSING

STANDARD DETAILS FOR

2 1 END PL-65x5 (TYP)
- STAIR(1/2)
CONTRACTOR'S DOCUMENT NO.

DETAIL 1
DETAIL OF TREAD
-
K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
(WELDING DETAIL SHALL BE AS PER MANUFACTURER STANDARD) 0-7577-20 D-3000-1330-007
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R A
IN9-SEP- 7
2
2 0 1

1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
250 NOTES:

APPROX 500mm LENGTH (NOTE 1)

A1 1. UNO, ALL MATERIALS OF HANDRAILING SHALL BE
- CUT AND ADJUSTED IN FIELD EXCEPT POSTS,

TO BE SUPPLIED IN AN
BENDS SHALL BE SHOP FABRICATED AS SPECIFIED
A 250 ON THIS DWG. A
100 2. ALL CUT CORNERS AND SIDES AND WELDED JOINTS OF

500
A2 250 250 250 250 TOP RAILS INCLUDING TOP RAILS TO POST CONNECTIONS
TOP RAIL
- TOP RAIL KNEERAIL SHALL BE GROUND SMOOTH.
KNEERAIL

1100
3. ELBOWS MAY BE USED FOR BENDS OF TOP RAILS.
A3 STD CAP MAY BE USED IN LIEU OF CAP PL-6 AT
TOE PLATE
- ENDS OF TOP RAILS.

VARIES
600
25 4 25
4 OR BENT 25 OR BENT 25 4 25 OR BENT
4 25 25
WP IN FIELD 4 25 IN FIELD 4 25 25 IN FIELD 4. WHERE FABRICATION IS CARRIED OUT IN FIELD.
MIN 30 LAP-OVER
B HR POSTS MAY BE WELDED DIRECTLY TO STAIR
STRINGERS WITHOUT ANY BASE PLATE.
B
100mm MAX FOR
END BANDING BAR 3 26
OR BEARING BAR 5. FOR STAIR FOUNDATION, SEE STANDARD DWG D-3000-1320-004.
TO BE SUPPLIED IN
TOE PLATE FB100x6
AN APPROX 500mm LENGTH (NOTE 1)
70 150 6. NOSING SHALL BE FLUSH WITH TREAD SURFACE.
SECTION A1 SECTION A2 SECTION A3 SECTION C SECTION D
MIN 255 2
APPROX 500mm LENGTH (NOTE 1) - - - - - 7. VENT HOLES FOR HOT-DIP GALVANIZING SHALL BE
250 PROVIDED AS PER ASTM385, THOSE SHALL BE AT
SECTION A BOTTOM FACE OF PIPES.
TO BE SUPPLIED IN AN

C - 8. UNO, THE ELEVATION OF TOP OF FOUNDATION SHOULD BE C

C EL+100.050.
-
250 9. SEE NOTE 2 IN D-3000-1330-007.
B1 250 250 250

500
- KNEERAIL D
-

1100
500

TOE PLATE
B2
VARIES

TOE PLATE
- 25
25 OR BENT OR BENT 4 25 25 OR BENT FB100x6
4 25

600
TOP RAIL
D 4 25 IN FIELD IN FIELD 25 4 25 IN FIELD
E D
0x6
L7 -
T
600

S
B3 TO BE SUPPLIED IN PO WP
- APPROX 500mm LENGTH (NOTE 1) SECTION B2 SECTION B3 HR
- -
SECTION B1

500
- SS CONNECTION
WP 4
TYP TYP WP
-
4 25
TOE PLATE
E (NOTE 1) 1 E
1.3 (PREFERRED, NOTE 9)

600
4
WP WP
1000 MIN
SECTION B EFFECTIVE WIDTH(TYP)
007 40 FP
H 4

450
SC
PE
PI L50
F 0 EEL
MIN 250
(TYP) DETAIL 4 F
21 0 ST -
10 35 O N

500
11
0 RB MIN 150 MIN 1000
65 CA
75 IA )
"D 1, 7
) 35 4
5

YP 1/ TE
(T 1 O A
(N 10

1000
D S
EL OF T x

UP
LE LTS S 200 - 50
-
L
W HO .BO ER GEPOS FB
200

A 18 M SH A TYP
G R IL GRATING
SE A A 4
- DI M16 WA H
1000 ER 1)
2 2- R E E
G O
R PE 6 (STAIR WIDTH) KN OT
(N
G
F / TA
78

3 1
RISES @200 MAX

W 3
40

0 6 CAP PL-6 - 1.3 (PREFERRED, NOTE 9)

FO

300
L -1
R

P 6
C2
00
/C
25

2 NOSING
0

SECTION 3 SAME AS TREADS

-
(NOTE 4) -

1000
DN
H WP H
BOB (UNO)
VARIES

NOTE 5

900 2 02/10/17 FOR CONSTRUCTION Y.T M.K M.O

F

G
(ANCHOR BOLT SPAN) 1 18/08/17 FOR CONSTRUCTION Y.T M.K M.O

-
31 38 31 -
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
170 4-M16 M.BOLT 1000 MIN A 17/04/17 FOR APPROVAL Y.T T.M M.O
I L100x10
FOR LANDING
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
I
36
100

250
29

BOS
SONATRACH
12
35

DIVISION PRODUCTION
500
SIZE

50 50 50
20 DIA HOLE 250 12
280 100 FOR M16 A.BOLT 100 250
OWNER: SONATRACH
J J
DETAIL 2 TOE PLATE PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-008

600

-
E1 4
WP OR BENT 25 -
TITLE:

37
IN FIELD 4 25
4 25 L50
OR BENT
IN FIELD
STANDARD DETAILS FOR
25
CONTRACTOR'S DOCUMENT NO.

4 5 STAIR(2/2)
TOE PLATE

L50 100
50
K (TYP) 4 JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
SECTION F SECTION E SECTION E1 SECTION G 0-7577-20 D-3000-1330-008
- - - - PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R A
IN9-SEP- 7
2
2 0 1

1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:
1. FLOOR GRATINGS,TREADS,
A>200 A < 200 AND ALL FASTENING MATERIALS
=
SHALL BE HOT-DIP GALVANIZED IN
A GRATING TO BE SPLIT INTO OPN TO BE MADE A

G
ACCORDANCE WITH ASTM A123 OR A153.

-
TWO PANELS ALONG CLOF OPN AT SITE
@ EACH MAIN BAR
LENGTH MIN 3 2. ADJACENT TO OPENINGS,CUT GRATING
(TYP)
SHALL BE DESIGNED SUCH THAT IT CAN
100 MAX PITCH 100 100 MAX @ EACH CROSS BAR 6SQ SUPPORT A LIVE LOAD OF 3.75kN/M 2
MIN 3
6mm TWISTED SQ TRANSVERSE BARS (TYP) WITHOUT OVERSTRESS OR DEFLECTION

H
-
EXCEEDING 1/200 OF SPAN. REINFORCEMENT
(CROSS BARS) (TYP)
N WITH STIFFENING RINGS OR ADDITIONAL
OP
2.5

STRINGER SUPPORT BEAMS SHALL BE

PROVIDED AS APPROPRIATE.
M8 HEX BOLT
M8 HEX BOLT DEPTH OF THE STIFFENING RINGS
B B
PITCH 30

CROSS BAR CROSS BAR AND NUT

WIDTH

AND NUT SHALL BE 100MM.

SADDLE SADDLE
3. EACH GRATING PANEL TO BE FIXED
WITH AT LEAST 4 CLAMPS. MIN 4
20 CL WHERE:
CLAMPS PER 1M2 SHALL BE PROVIDED
4 8 (TYP) "A" IS DIAMETER OR
END BANDING BAR MAIN BAR FOR LARGE PANELS EXCEEDING 2M2 .
2.5

MAIN BAR 4 8 LONGER DIMENSION

FB32x5 (TYP) OF OPN 4. WHERE DIMENSION "P" IS LESS THAN 120,
SERRATED BEARING BARS SUPPORT BEAM SUPPORT BEAM THESE PLATES ARE NOT NECESSARY.
FB32x5 (TYP) LOWER CLIP STIFFENING RING PL-6 (NOTE2)
5. CANTILEVERED GRATING PANEL SHALL BE
C G SEC H SEC CONTINUOUSLY SPANNED TO NEXT SUPPORT. C
DEPTH 32

- -

100
100
NORMAL CLAMP WELDED CLAMP
(ONLY WHERE NORMAL CLAMP IS IMPRACTICABLE)
TYP GRATING PANEL
DET 1
(WELDING DETAIL SHALL BE AS PER MANUFACTURER STANDARD) -
DETAIL OF CLAMP FOR GRATING

D 5-15 CL 5-15 CL 20 CL (MAY BE ADJUSTED BETWEEN D

MIN 10 AND MAX 30)
(TYP) (TYP)

EACH SIDE
STIFFENING

20 CL
RING REINFORCEMENT
CLAMP (TYP) (NOTE 2) (TYP)
GRATING TO BE
SPLIT IN TWO

20 CL
PANELS ALONG
(TYP)

20
CL OF OPN (TYP)
10 CL

STIFFENING RING STIFFENING RING

(NOTE 2)
(NOTE 2)
E (TYP) E

100
MIN 3

20 CL
100
32

@EACH MAIN BAR (TYP) MIN 3 BOLSTER, COL, BP etc. ( TYP )

TYP FIXINGS FOR FL GRATING PANEL

DET 2 SEC E
DET 3 - -
-
F (TYP FOR SIMILAR OPN) F
MAX 6 CLEARANCE

MAX 6 CLEARANCE
MAX 6 CLEARANCE

MAX 6 CLEARANCE
TOE PLATE
HR POST
HR POST GRATING P
(TYP)
A

STAIR TREADS NOTE 5

(TYP) INTERMEDIATE LANDING
G PL-10 G
THICKNESS

NOTE 4
GRATING

( TYP )

HR
UP REMOVABLE GRATING
PORTION TO BE
INDEPENDENTLY REMOVABLE
PL-10
A

MAX 6 CLEARANCE

MAX 6 CLEARANCE
MAX 6 CLEARANCE MAX 6 CLEARANCE NOTE 4
DN

H 4
H
HR POST HR POST
50 10

SEC F
-

2 0 09/06/17 FOR CONSTRUCTION Y.T T.M M.O

B 30/05/17 FOR APPROVAL Y.T T.M M.O
3

F
A 17/04/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
BOLSTER E 330 330 SAFETY
(TYP) OPN SAFETY
A GATE GATE
BEAM SPAN(TYP)

200
SONATRACH
SUPPORTING

FP (TYP)
1500 MAX

DIVISION PRODUCTION
MAX 6 CLEARANCE

MAX 6 CLEARANCE MAX 6 CLEARANCE

MAX 6 CLEARANCE
SIZE

330
OWNER: SONATRACH

VARIES
OPN SIMILAR TO 2
J (TYP)
HR POST F
J

330
PROJECT: HASSI R'MEL BOOSTING PHASE III

400
D-3000-1330-009

1 OPENING FOR TITLE:

PIPEWORK etc.
STANDARD DETAILS FOR
A

5 ADDITIONAL STRINGER VARIES 200 FLOOR GRATING

CONTRACTOR'S DOCUMENT NO.

SUPPORT BEAMS (NOTE 2) MIN

K DET 4 DET 5 JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

FOR TYPE-2 AND 4 FOR TYPE-1 AND 3
TYP FLOOR PLAN MIN 100 - - 0-7577-20 D-3000-1330-009
SEC A PCWBS OWNER'S DOCUMENT NO. SCALE
-
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN N- 7
2 0 1
08-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

A A

1. DETAILS OF COLUMN AND POST END WITH 3. TO APPLY CONTINUITY PLATE DETAIL AS SHOWN IN SECTION B WHERE REQUIRED.
EM CONNECTION SHALL BE AS FOLLOWS.

B B
H H
(COLUMN DEPTH) (COLUMN DEPTH)
CONTINUITY PLATE
(SEE D-3000-1330-011 THRU 013)
H (MIN)

B
C - C

H (UNO)
D D

= = = = = =

TYP
S1

(TYP)
5 CL
E AT TOP AT BOTTOM E
WELD SIZE WELD SIZE
CONTINUITY
AT FLANGE AT WEB
PLATE
(S1) (S2)

PL-10 7 6
TYP
S2 PL-12 9 6

SEAL WELD
F (TYP) F
2. ADDITIONAL DETAILS
SECTION B
-

G 4. APPLICABLE COLUMNS G
A COLUMNS USED FOR "EM" CONNECTIONS SHALL BE SELECTED FROM THE FOLLOWING TABLE1.
-

= APPLICABLE TABLE 1:APPLICABLE COLUMN TABLE FOR CONNECTING BEAM

= NOT APPLICABLE
H H
CONNECTING BEAM

SH250 SH300 SH350 SH400 SH450 SH500 SH600 MH194 MH244 MH294 MH340 MH390 MH488 MH588

= = WH200

WH250
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
WH300 B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 17/03/17 FOR APPROVAL Y.T T.M M.O
I WH350
I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
WH400
APPLICABLE COLUMN

WH408
SEAL WELD
(TYP) MH294 SONATRACH
MH340 DIVISION PRODUCTION
SIZE

MH390

MH488 OWNER: SONATRACH

J J
MH588 PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-010

SH700
TITLE:
SH800
STANDARD DETAILS FOR
EM CONNECTION (1/4)
SECTION A
CONTRACTOR'S DOCUMENT NO.

-
K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
0-7577-20 D-3000-1330-010
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH250 (IPE 240) SH300 (IPE 300) SH350 (IPE 330) SH400 (IPE 400) NOTES:

H-250 x 125 x 6 x 9 H-300 x 150 x 6.5 x 9 H-350 x 175 x 7 x 11 H-400 x 200 x 8 x 13 1. APPLICABLE COLUMN SHALL BE CHOSEN FROM
TABLE 1 IN D-3000-1330-010.
A A
2. INDICATED EUROPEAN PROFILE SHALL BE
REFERRED TO H-3000-1330-101.
B B B B
180 180 200 250

110 110 110 120

8-M24 HSB
8-M20 HSB 8-M20 HSB
8-M20 HSB

B B

40
6 6 6 7

40
40

50
6 6 6
6

70

70
55
45

151
119

153
99
420

142

490

172

570

188

234
640
99

C C

119

151

153
40

40

50
6

40
END PL-20 6
APPLICABLE COLUMN
6
(TYP) END PL-20 7
END PL-20
END PL-20
D D

E E
COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED
MH ALL APPLICABLE COLUMN NOT REQUIRED MH ALL APPLICABLE COLUMN NOT REQUIRED MH294,MH340 PL-10 MH340,MH390,MH488 PL-10
MH MH
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED MH390 AND LARGER NOT REQUIRED MH588 NOT REQUIRED
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED
F F
SH450 (IPE 450) SH500 (IPE 500) SH600 (IPE 600)
H-450 x 200 x 9 x 14 H-500 x 200 x 10 x 16 H-600 x 200 x 11 x 17

B B B

250 250 250

G 120 120 120
G
8-M24 HSB 8-M24 HSB 10-M24 HSB

8 10 10

50
50
50

85
6
80

6
75
164

176

187
H H

198
272
700

760

308

870
1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

198
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
164

B 08/05/17 FOR APPROVAL Y.T T.M M.O

176

A 17/03/17 FOR APPROVAL Y.T T.M M.O

I I
50

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

187
50

8
SONATRACH
50
10

DIVISION PRODUCTION
END PL-25 10

END PL-20
END PL-25 OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-011

TITLE:

STANDARD DETAILS FOR

COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
EM CONNECTION (2/4)
WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED
MH MH340,MH390,MH488,MH588 PL-10 MH MH340,MH390,MH488,MH588 PL-10 MH MH340,MH390,MH488,MH588 PL-10
K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED
0-7577-20 D-3000-1330-011
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MH194 (IPE 180) MH244 (IPE 240) MH294 (IPE 270) NOTES:

H-194 x 150 x 6 x 9 H-244 x 175 x 7 x 11 H-294 x 200 x 8 x 12 1. APPLICABLE COLUMN SHALL BE CHOSEN FROM
TABLE 1 IN D-3000-1330-010.
A 2. INDICATED EUROPEAN PROFILE SHALL BE
A
REFERRED TO H-3000-1330-101.

B B B

180 200 250

110 8-M20 HSB 110 120

8-M20 HSB
8-M20 HSB

B B
6 6 6

40
40
40

6 6 6

55
45

45
101

122
99
364

86

414

132

484

160
99

101
C C

122
40

40
6

40
6
APPLICABLE COLUMN 6
(TYP) END PL-20 END PL-20
END PL-20

D D

E E
COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED
MH ALL APPLICABLE COLUMN NOT REQUIRED MH294,MH340 PL-10 MH294,MH340,MH390 PL-10
MH MH
SH ALL APPLICABLE COLUMN NOT REQUIRED MH390 AND LARGER NOT REQUIRED MH488 AND LARGER NOT REQUIRED
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED
F F
MH340 (IPE 330) MH390 (HEA 400) MH488 (HEA 500)
H-340 x 250 x 9 x 14 H-390 x 300 x 10 x 16 H-488 x 300 x 11 x 18

B
B B
G 300 G
350 350
140 8-M20 HSB 8-M24 HSB 8-M24 HSB
140 140
40

8 8 9

50
50

6
6
6

75
70
70

H H
154

156

168
560

172

630

218

302
738
1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
154

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

156

B 08/05/17 FOR APPROVAL Y.T T.M M.O

168
A 17/03/17 FOR APPROVAL Y.T T.M M.O
50

I I
40

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

50
8
8
END PL-25
END PL-25 9
SONATRACH
DIVISION PRODUCTION
END PL-30

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-012

TITLE:

STANDARD DETAILS FOR

COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
EM CONNECTION (3/4)
WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED WH ALL APPLICABLE COLUMN NOT REQUIRED
MH MH340,MH390,MH488,MH588 PL-10 MH MH390 AND LARGER PL-10 MH MH390 AND LARGER PL-10
K SH700,SH800 SH700,SH800 JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
SH ALL APPLICABLE COLUMN NOT REQUIRED SH PL-10 SH PL-10
0-7577-20 D-3000-1330-012
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MH588 (HEA 600) NOTES:

H-588 x 300 x 12 x 20 1. APPLICABLE COLUMN SHALL BE CHOSEN FROM

TABLE 1 IN D-3000-1330-010.
A 2. INDICATED EUROPEAN PROFILE SHALL BE
A
REFERRED TO H-3000-1330-101.

350
10-M24 HSB
140

B 10 B
50

6
85
190
189
858

C C
189
190
50

D D
10

END PL-30

APPLICABLE COLUMN
(TYP)

E E

COLUMN CONTINUITY PLATE

WH ALL APPLICABLE MEMBERS NOT REQUIRED
MH MH390 AND LARGER PL-10
SH SH700,SH800 PL-10
F F

G G

H H

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 17/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
DIVISION PRODUCTION

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-013

TITLE:

STANDARD DETAILS FOR

EM CONNECTION (4/4)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-013
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

A A

1. DETAILS OF COLUMN AND POST END WITH 3. TO APPLY CONTINUITY PLATE DETAIL AS SHOWN IN SECTION C WHERE REQUIRED.
EMH CONNECTION SHALL BE AS FOLLOWS.

H H
(COLUMN DEPTH) (COLUMN DEPTH)
CONTINUITY PLATE

B (SEE D-3000-1330-015 THRU 017)

B
H (MIN)

D
-
C
-

C C

1 1
STIFFENER PLATE
1 1
(SEE D-3000-1330-015 THRU 017)

CUT FROM THE SAME SIZE OF THE BEAM CUT FROM THE SAME SIZE OF THE BEAM

H (UNO)
D D

= = = =
= =

AT TOP AT BOTTOM
TYP

(TYP)
5 CL
S1
E TYP
E
S4
TYP
S3
SEAL WELD
(TYP)

5 CL
TYP
S2 (TYP)

F 2. ADDITIONAL DETAILS
SEAL WELD F
(TYP)

SECTION C SECTION D
B

- -
-

A
- WELD SIZE WELD SIZE WELD SIZE WELD SIZE
CONTINUITY STIFFENER
AT FLANGE AT WEB AT FLANGE AT WEB
PLATE PLATE
G (S1) (S2) (S3) (S4) G
PL-10 7 6 PL-10 7 6
PL-12 9 6 PL-12 9 6

1
1
1
SIMILAR 4. APPLICABLE COLUMNS
-
COLUMNS USED FOR "EMH" CONNECTIONS SHALL BE SELECTED FROM THE FOLLOWING TABLE1.

H H
1 DETAIL 1 = APPLICABLE TABLE 1:APPLICABLE COLUMN TABLE FOR CONNECTING BEAM
-
- = NOT APPLICABLE

CONNECTING BEAM

= = SH250 SH300 SH350 SH400 SH450 SH500 SH600 MH194 MH244 MH294 MH340 MH390 MH488 MH588 SH700 SH800 1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
WH200 B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 28/03/17 FOR APPROVAL Y.T T.M M.O
I WH250
I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
SEAL WELD WH300
(TYP) WH350
SONATRACH
APPLICABLE COLUMN

WH400

WH408 DIVISION PRODUCTION

SIZE

MH294

MH340 OWNER: SONATRACH

J J
MH390 PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-014

MH488
TITLE:
MH588

SECTION A SH700 STANDARD DETAILS FOR

- SECTION B SH800
EMH CONNECTION (1/4)
CONTRACTOR'S DOCUMENT NO.

-
K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
0-7577-20 D-3000-1330-014
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH250 (IPE 240) SH300 (IPE 300) SH350 (IPE 330) SH400 (IPE 400) NOTES:

H-250 x 125 x 6 x 9 H-300 x 150 x 6.5 x 9 H-350 x 175 x 7 x 11 H-400 x 200 x 8 x 13 1. NOTES FOR EMH CONNECTION,SEE STANDARD DWG
B B EMH CONNECTION (1/4) ,D-3000-1330-014.
A A
200 250 2. APPLICABLE COLUMN SHALL BE CHOSEN FROM
10-M24 HSB TABLE 1 IN D-3000-1330-014.
110 120
10-M20 HSB 3. INDICATED EUROPEAN PROFILE SHALL BE
REFERRED TO H-3000-1330-101.
B
B
7 8

40
180 180

45

50
110 8-M20 HSB 110 8-M20 HSB 6 STIFFENER PL-10 STIFFENER PL-10
6

70
101

153
B B
6 6
40

40
45

45

238
6 STIFFENER PL-10 6 STIFFENER PL-10

234
6

200

250
6
99

99
6

820

70
6

990
6

241
6

120

298
150
335

300
386
670

C C

720

350
6

160
250
6

250
6

205
156

155

70
45
40
6

50
6
45
40

END PL-30

45
40
D END PL-20 END PL-30 D
(TYP)
APPLICABLE COLUMN END PL-25

COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE

WH200 PL-10 WH250 , WH300 PL-10
WH WH
E WH250 AND LARGER NOT REQUIRED WH350 AND LARGER NOT REQUIRED E
MH294 , MH340 PL-10 MH340 , MH390 PL-10
COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE MH MH
MH390 AND LARGER NOT REQUIRED MH488 AND LARGER NOT REQUIRED
ALL APPLICABLE COLUMN NOT REQUIRED ALL APPLICABLE COLUMN NOT REQUIRED
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED

SH450 (IPE 450) SH500 (IPE 500) SH600 (IPE 600)

F F
H-450 x 200 x 9 x 14 H-500 x 200 x 10 x 16 H-600 x 200 x 11 x 17
B
B B
250
250 250
120 14-M24 HSB
120 10-M24 HSB 120 10-M24 HSB

12
9 11
G G

50
STIFFENER PL-10
50

50

STIFFENER PL-10 STIFFENER PL-10 6

70
6 6
70

70

157
154

156

213
282

328
250

6
H H

300
6

213
1040

70

300
6
1140

6
70

6
299

1340

70
6

157
346
350

6
6 1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

400
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
6
205

B 08/05/17 FOR APPROVAL Y.T T.M M.O

290
A 28/03/17 FOR APPROVAL Y.T T.M M.O

500
I I
70

210

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

50

70
50

END PL-30
SONATRACH
210
END PL-35

70
DIVISION PRODUCTION
50

END PL-35 OWNER: SONATRACH

J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-015

TITLE:
COLUMN CONTINUITY PLATE
WH250 , WH300 PL-10 COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE STANDARD DETAILS FOR
WH
WH350 AND LARGER NOT REQUIRED WH250 , WH300 , WH350 PL-10 WH250 , WH300 , WH350 PL-10 EMH CONNECTION (2/4)
WH WH
MH340 , MH390 , MH488 PL-10 WH400 AND LARGER NOT REQUIRED WH400 AND LARGER NOT REQUIRED
MH
K MH588 NOT REQUIRED MH ALL APPLICABLE COLUMN PL-10 MH ALL APPLICABLE COLUMN PL-10 JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED 0-7577-20 D-3000-1330-015
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MH194 (IPE 180) MH244 (IPE 240) MH294 (IPE 270) NOTES:

H-194 x 150 x 6 x 9 H-244 x 175 x 7 x 11 H-294 x 200 x 8 x 12 1. NOTES FOR EMH CONNECTION,SEE STANDARD DWG
B EMH CONNECTION (1/4) ,D-3000-1330-014.
B B
A A
250 2. APPLICABLE COLUMN SHALL BE CHOSEN FROM
180 8-M20 HSB 200
TABLE 1 IN D-3000-1330-014.
8-M20 HSB 120 8-M20 HSB
110 110
3. INDICATED EUROPEAN PROFILE SHALL BE
REFERRED TO H-3000-1330-101.

6 6 7
40

40

40
45

45

45
6 STIFFENER PL-10 6 6 STIFFENER PL-10
STIFFENER PL-10

101

102
99

B B
6

120

150
6

200
279

6 6

327
614

372
664
6

714
250
6

250
156

250
156

160
6
C 6
C
45
40

45
40

45
40
APPLICABLE COLUMN
(TYP) END PL-20 END PL-25
END PL-20

D D

COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE

WH200 PL-10 WH200 , WH250 , WH300 PL-10
WH WH
WH250 AND LARGER NOT REQUIRED WH350 AND LARGER NOT REQUIRED
COLUMN CONTINUITY PLATE MH294 PL-10 MH294 , MH340 , MH390 PL-10
E MH MH E
ALL APPLICABLE COLUMN NOT REQUIRED MH340 AND LARGER NOT REQUIRED MH488 AND LARGER NOT REQUIRED
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED

MH340 (IPE 330) MH390 (HEA 400) MH488 (HEA 500)

H-340 x 250 x 9 x 14 H-390 x 300 x 10 x 16 H-488 x 300 x 11 x 18
F F
B B B

300 350 350

10-M24 HSB 12-M24 HSB
10-M24 HSB 140
140 140

7 8 8
STIFFENER PL-10 STIFFENER PL-10
50

50

50
STIFFENER PL-10
G 6
6
6
G
70

70

70
154

156

158
172

218
250

300

312
6

350
6 6
930

70

6
1030
299

H H

70
6 6
346

1228

224
350

400
205

70

224

500
1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
210

6
50

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

70

B 08/05/17 FOR APPROVAL Y.T T.M M.O

50

A 28/03/17 FOR APPROVAL Y.T T.M M.O

I I

210
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

70
END PL-30

50
END PL-30 SONATRACH
DIVISION PRODUCTION

END PL-35
OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-016

TITLE:
COLUMN CONTINUITY PLATE
WH250 , WH300 STANDARD DETAILS FOR
PL-10 COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
WH EMH CONNECTION (3/4)
WH350 AND LARGER NOT REQUIRED WH 250 , WH300 , WH350 PL-10 WH 250 , WH300 , WH350 PL-10
WH WH
MH340 , MH390 , MH488 PL-10 WH 400 AND LARGER NOT REQUIRED WH 400 AND LARGER NOT REQUIRED
K MH
NOT REQUIRED JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
MH588 MH ALL APPLICABLE COLUMN PL-10 MH ALL APPLICABLE COLUMN PL-10
0-7577-20 D-3000-1330-016
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN PL-10 SH ALL APPLICABLE COLUMN PL-10 PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MH588 (HEA 600) NOTES:

H-588 x 300 x 12 x 20 1. NOTES FOR EMH CONNECTION,SEE STANDARD DWG

EMH CONNECTION (1/4) ,D-3000-1330-014.
A A
2. APPLICABLE COLUMN SHALL BE CHOSEN FROM
TABLE 1 IN D-3000-1330-014.
B 3. INDICATED EUROPEAN PROFILE SHALL BE
REFERRED TO H-3000-1330-101.
350 14-M24 HSB

140

10
B B
50

6 STIFFENER PL-10
70
160
204

6
C C

400
204

6
70
160
1428

6
390

D D

600
210

70
50

E E

END PL-35

COLUMN CONTINUITY PLATE

ALL APPLICABLE COLUMN PL-10

F F
SH700 (HEA 700) SH800 (HEA 800)
H-700 x 300 x 13 x 24 H-800 x 300 x 14 x 26
B
16-M30 HSB
B 350

350 16-M30 HSB 140

140
G G
12

12

50
6

70
50

164
6
70
164

STIFFENER PL-12

306
H STIFFENER PL-12 H
256

6
6
400

306
256

400
1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
B 08/05/17 FOR APPROVAL Y.T T.M M.O
6
70

6
70

A 28/03/17 FOR APPROVAL Y.T T.M M.O

I I
164
1640

164
1840

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

6
SONATRACH
240

290

6
DIVISION PRODUCTION
700

800
240

OWNER: SONATRACH
J J
290

PROJECT: HASSI R'MEL BOOSTING PHASE III

D-3000-1330-017

TITLE:
220

70

STANDARD DETAILS FOR

220
50

EMH CONNECTION (4/4)

70
50

K COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
END PL-40
0-7577-20 D-3000-1330-017
ALL APPLICABLE COLUMN PL-12 ALL APPLICABLE COLUMN PL-12
PCWBS OWNER'S DOCUMENT NO. SCALE
END PL-40
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

A 3. TO APPLY CONTINUITY PLATE DETAIL AS SHOWN IN SECTION C WHERE REQUIRED.

5. WELDING DETAILS. A
1. DETAILS OF COLUMN AND POST END WITH
EMT CONNECTION SHALL BE AS FOLLOWS.

CONTINUITY PLATE
SEAL WELD
(SEE D-3000-1330-019 THRU 021)

PL-10

TFb/2
SEAL WELD

TFb
D
-
B B

C STIFFENER PLATE
(SEE D-3000-1330-019 THRU 021)
-
C TFc C
1

= =

CUT FROM THE SAME SIZE OF THE BEAM

D = = TYP D
S1
TYP
S4
TYP
AT TOP S3
SEAL WELD
(TYP)

5 CL
TYP (TYP)
S2
E E
SEAL WELD
(TYP)

2. ADDITIONAL DETAILS
SECTION C SECTION D
- -

F F
B
-

A
WELD SIZE WELD SIZE WELD SIZE WELD SIZE
- CONTINUITY STIFFENER
AT FLANGE AT WEB AT FLANGE AT WEB
PLATE PLATE
(S1) (S2) (S3) (S4)

PL-10 7 6 PL-10 7 6
PL-12 9 6 PL-12 9 6

G G
1
SIMILAR
-

1
1
1 4. APPLICABLE COLUMNS
- COLUMNS USED FOR "EMT" CONNECTIONS SHALL BE SELECTED FROM THE FOLLOWING TABLE1.

= =
DETAIL 1
H - H

SEAL WELD = APPLICABLE TABLE 1:APPLICABLE COLUMN TABLE FOR CONNECTING BEAM
(TYP) = NOT APPLICABLE

CONNECTING BEAM 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

B 08/05/17 FOR APPROVAL Y.T T.M M.O
SH250 SH300 SH350 SH400 SH450 SH500 SH600 MH244 MH294 MH340 MH390 MH488 MH588 SH700 SH800
A 28/03/17 FOR APPROVAL Y.T T.M M.O
I WH200 I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
WH250

WH300

WH350
SONATRACH
DIVISION PRODUCTION
WH400
SIZE

SECTION A
APPLICABLE COLUMN

- SECTION B WH408
- OWNER: SONATRACH
J MH294 J
PROJECT: HASSI R'MEL BOOSTING PHASE III
MH340
D-3000-1330-018

MH390 TITLE:
MH488
STANDARD DETAILS FOR
MH588
EMT CONNECTION (1/4)
CONTRACTOR'S DOCUMENT NO.

SH700

SH800
K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
0-7577-20 D-3000-1330-018
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH250 (IPE 240) SH300 (IPE 300) SH350 (IPE 330) SH400 (IPE 400) NOTES:

H-250 x 125 x 6 x 9 H-300 x 150 x 6.5 x 9 H-350 x 175 x 7 x 11 H-400 x 200 x 8 x 13 1. NOTES FOR EMH CONNECTION,SEE STANDARD DWG
EMT CONNECTION (1/4) ,D-3000-1330-018.
A B B B B
2. APPLICABLE COLUMN SHALL BE CHOSEN FROM
A
180 180 200 250 TABLE 1 IN D-3000-1330-018.
12-M24 HSB
110 5 110 5 110 6 120 7 3. INDICATED EUROPEAN PROFILE SHALL BE
12-M20 HSB 12-M20 HSB
12-M20 HSB REFERRED TO H-3000-1330-101.
5 5 6 7
6 STIFFENER PL-10 6 STIFFENER PL-10 6 STIFFENER PL-10 6 STIFFENER PL-10
71 71 54

54

56

83
6

96

119
6 6 6

117
B B

120

96

150

119

200
99

117

250
585

99
635
6

101
94

735
250
6

153
90
6

250

870
140
156

300
160

145

350
6

160
6
C C
40

205
40
6

40
6

50
END PL-20
END PL-25
APPLICABLE COLUMN
(TYP) END PL-30

END PL-30

D D

COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE

WH200 , WH250 PL-10 WH250 , WH300 PL-10
WH WH
WH300 AND LARGER NOT REQUIRED WH350 AND LARGER NOT REQUIRED
COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE MH294 , MH340 , MH390 PL-10 MH ALL APPLICABLE COLUMN PL-10
MH
E ALL APPLICABLE COLUMN NOT REQUIRED ALL APPLICABLE COLUMN NOT REQUIRED MH488 AND LARGER NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED E
SH ALL APPLICABLE COLUMN NOT REQUIRED

SH450 (IPE 450) SH500 (IPE 500) SH600 (IPE 600)

H-450 x 200 x 9 x 14 H-500 x 200 x 10 x 16 H-600 x 200 x 11 x 17
F F
B B
B
250 250
12-M24 HSB 12-M24 HSB 250 12-M24 HSB
120 8 120 9 9
120
8 9 9
6 STIFFENER PL-10 6 STIFFENER PL-10 6 STIFFENER PL-10
84

86

87
G 6 6 G
141

164

213
6
141

250

6
164

300
6
6

213

300
154
920

156
1020

157
145

H H

1220
350

190

400
205

290

500
210

6
50

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

6 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
50

B 08/05/17 FOR APPROVAL Y.T T.M M.O

210
A 28/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
6

50
END PL-30
END PL-35
SONATRACH
DIVISION PRODUCTION

END PL-35
OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
D-3000-1330-019

TITLE:
WH250 , WH300 , WH350 PL-10 WH250 , WH300 , WH350 PL-10 WH250 , WH300 , WH350 PL-10
WH WH WH
WH400 AND LARGER NOT REQUIRED WH400 AND LARGER NOT REQUIRED WH400 AND LARGER NOT REQUIRED STANDARD DETAILS FOR
MH ALL APPLICABLE COLUMN PL-10 MH ALL APPLICABLE COLUMN PL-10 MH ALL APPLICABLE COLUMN PL-10 EMT CONNECTION (2/4)
SH ALL APPLICABLE COLUMN NOT REQUIRED SH700 PL-10 SH700 PL-10
K SH SH K
SH800 NOT REQUIRED SH800 NOT REQUIRED JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE
0-7577-20 D-3000-1330-019
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MH244 (IPE 240) MH294 (IPE 270) MH340 (IPE 330) NOTES:

H-244 x 175 x 7 x 11 H-294 x 200 x 8 x 12 H-340 x 250 x 9 x 14 1. NOTES FOR EMH CONNECTION,SEE STANDARD DWG
EMT CONNECTION (1/4) ,D-3000-1330-018.
A 2. APPLICABLE COLUMN SHALL BE CHOSEN FROM
A
TABLE 1 IN D-3000-1330-018.

3. INDICATED EUROPEAN PROFILE SHALL BE

REFERRED TO H-3000-1330-101.

B B B

200 250 300 12-M24 HSB

110 120 6 140 7

12-M20 HSB 5
12-M20 HSB
5
B STIFFENER PL-10
6
STIFFENER PL-10
7
STIFFENER PL-10 B
6 6 6
101 66 66 56

90 57

84
86
6

150

200

250
90
6 6

86
102
579

629

154
90

250

90
C C

810
250
6
160

145
160

350
6
6
6

205
40

40
6

50
END PL-20
D END PL-25 D
APPLICABLE COLUMN
(TYP) END PL-30

COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE

E WH200 , WH250 PL-10 WH200 , WH250 , WH300 PL-10 WH250 , WH300 , WH350 PL-10 E
WH WH WH
WH300 AND LARGER NOT REQUIRED WH350 AND LARGER NOT REQUIRED WH400 AND LARGER NOT REQUIRED
MH294 , MH340 PL-10 MH294,MH340,MH390,MH488 PL-10 MH ALL APPLICABLE COLUMN PL-10
MH MH
MH390 AND LARGER NOT REQUIRED MH588 NOT REQUIRED SH700 PL-10
SH
SH ALL APPLICABLE COLUMN NOT REQUIRED SH ALL APPLICABLE COLUMN NOT REQUIRED SH800 NOT REQUIRED

F F
MH390 (HEA 400) MH488 (HEA 500) MH588 (HEA 600)
H-390 x 300 x 10 x 16 H-488 x 300 x 11 x 18 H-588 x 300 x 12 x 20

B
G 12-M24 HSB G
350 10
B B
140 10
350 12-M24 HSB 350 12-M24 HSB
6 STIFFENER PL-10
140 8 140 9

90
8 STIFFENER PL-10 9
6 6 STIFFENER PL-10

204
6
86

88

H H
6 6
109

156

400
204
300
109

350
156
156

160
1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
910

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

1308
158

6 B 08/05/17 FOR APPROVAL Y.T T.M M.O

1108
190

A 28/03/17 FOR APPROVAL Y.T T.M M.O

I I
400

6 REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

390

600
290

500
210

SONATRACH
6 DIVISION PRODUCTION
50

210

210

OWNER: SONATRACH
J 6 J
50

6
50

END PL-30 PROJECT: HASSI R'MEL BOOSTING PHASE III

D-3000-1330-020

TITLE:
END PL-30
STANDARD DETAILS FOR
END PL-35
EMT CONNECTION (3/4)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
0-7577-20 D-3000-1330-020
ALL APPLICABLE COLUMN PL-10 ALL APPLICABLE COLUMN PL-10 ALL APPLICABLE COLUMN PL-10 PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH700 (HEA 700) SH800 (HEA 800) NOTES:

H-700 x 300 x 13 x 24 H-800 x 300 x 14 x 26 1. NOTES FOR EMH CONNECTION,SEE STANDARD DWG
EMT CONNECTION (1/4) ,D-3000-1330-018.
A 2. APPLICABLE COLUMN SHALL BE CHOSEN FROM A
TABLE 1 IN D-3000-1330-018.

3. INDICATED EUROPEAN PROFILE SHALL BE

B B REFERRED TO H-3000-1330-101.

350 12 350 13
14-M30 HSB 14-M30 HSB
140 12 140 13

B B
94

96
STIFFENER PL-12
256

6 6 STIFFENER PL-12

279
6 6

400
256

329
C C

400
6
164

6
1520

166
1720
240

290
700
D D
240

800
290
220
50

6
E E

220
50
END PL-35 6

END PL-35

F F
COLUMN CONTINUITY PLATE COLUMN CONTINUITY PLATE
ALL APPLICABLE COLUMN PL-12 ALL APPLICABLE COLUMN PL-12

G G

H H

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 28/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
DIVISION PRODUCTION

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-021

TITLE:

STANDARD DETAILS FOR

EMT CONNECTION (4/4)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-021
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH200 (IPE 200) SH250 (IPE 240) SH300 (IPE 300) SH350 (IPE 330) SH400 (IPE 400) SH450 (IPE 450) NOTE :

H-200x100x5.5x8 H-250x125x6x9 H-300x150x6.5x9 H-350x175x7x11 H-400x200x8x13 H-450x200x9x14

1. FOR THE BEAM TO COLUMN SS CONNECTION,
SEE DWG. NO. D-3000-1330-024.
A A
2. ADDITIONAL DETAILS (TYP.) BEAM SIZE COPE DEPTH (mm)
SH200 dc1=30,dc2=30
100 100 100 100 100 100 N SH250 dc1=50,dc2=50
SH300 dc1=50,dc2=50
55 45 55 45 55 45 55 45 55 45 55 45
2-M20 HSB SH350 dc1=50,dc2=50
2-M20 HSB 3-M20 HSB 3-M20 HSB 4-M20 HSB 5-M20 HSB R=15
6 SH400 dc1=50,dc2=50

50

50

50

50

50
30 40 60 40 30
SH450 dc1=50,dc2=50
dc1=50,dc2=50

40 60 40

40 60 60 40

100 40 60 60 40

90 40 3@60=180 40

40
SH500
B SEAL WELD
SH600 dc1=50,dc2=50
B
(TYP.)

4@60=240
MH194 dc1=30,dc2=24
15 CL MH244 dc1=50,dc2=50

60
W MH294 dc1=50,dc2=44

50
MH340 dc1=50,dc2=50

80 40
W G PL-10 W G PL-10 MH390 dc1=50,dc2=50
W N

dc1
G PL-10 G PL-10 MH488 dc1=50,dc2=50
G PL-10 MH588 dc1=50,dc2=50
W W
C W
G PL-10 R=15 SH700 dc1=55,dc2=55 C
(TYP.) SH800 dc1=55,dc2=55
6
WH200 dc1=30,dc2=30

dc2
WH250 dc1=50,dc2=50
WH300 dc1=50,dc2=50
15 CL
SEAL WELD
W (TYP.)
C120 -
SH500 (IPE 500) SH600 (IPE 600) MH194 (IPE 180) MH244 (IPE 240) MH294 (IPE 270) MH340 (IPE 330) C160 -

D
H-500x200x10x16 H-600x200x11x17 H-194x150x6x9 H-244x175x7x11 H-294x200x8x12 H-340x250x9x14 LG C180 dc1=30,dc2=0 D
50(MIN) C200 dc1=30,dc2=30
C250 dc1=50,dc2=50

100 100 100 100 100 100

SEAL
55 45 55 45 55 45 55 45 55 45 55 45 WELD
2-M20 HSB (TYP.)
6-M20 HSB 8-M20 HSB 2-M20 HSB 3-M20 HSB 3-M20 HSB 15 CL PW
E E
50

50

50

50

50
24 40 60 40 30
W
40

40

40 60 40

40 60 60 40

90 40 60 60 40

50 (TYP.)
40 MIN.
SEAL WELD
5@60=300

(TYP.)
7@60=420

54

44
G PL-10
W W G PL-10
70 40

3 SIDES
F W
G PL-10 G PL-10 6 F
W
40

3. WHERE CHANNEL OR ANGLE BEAM CONNECTS TO

G PL-10 CHANNEL FLAT SIDE, SSL CONNECTION SHALL BE
50

W APPLIED AS FOLLOWS.
100
W G PL-12
15CL 55 45

40 MIN
6 15 CL
6

40
G G

60
40 MIN
CHANNEL

40
CHANNEL

4. CORNER OF GUSSET PLATE SHALL BE SNIPPED

WHERE IT CLASHES WITH THE WEB FILLET
OF SUPPORTING BEAM.
SNIPPED

H H

G.PL

5. DIMENSIONS

W N LG PW 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

B 08/05/17 FOR APPROVAL Y.T T.M M.O
100 45 120 155
A 23/03/17 FOR APPROVAL Y.T T.M M.O
I 125 55 120 155 I
150 70 120 155 REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
175 80 120 155
200 95 120 155
250
300
120
140
135
160
170
190
SONATRACH
DIVISION PRODUCTION
SIZE

6. INDICATED EUROPEAN PROFILE SHALL BE

REFERRED TO H-3000-1330-101. OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-022

TITLE:

STANDARD DETAILS FOR

SS CONNECTION (1/2)
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-022
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MH390 (HEA 400) MH488 (HEA 500) MH588 (HEA 600) SH700 (HEA 700) SH800 (HEA 800) WH200 (HEB 200) WH250 (HEB 240) WH300 (HEB 300) NOTES:

H-390x300x10x16 H-488x300x11x18 H-588x300x12x20 H-700x300x13x24 H-800x300x14x26 H-200x200x8x12 H-250x250x9x14 H-300x300x10x15 1. NOTES FOR SS & SSL CONNECTIONS,
SEE STANDARD DWG SS CONNECTION (1/2), D-3000-1330-022.

A 2. INDICATED EUROPEAN PROFILE SHALL BE A

REFERRED TO H-3000-1330-101.
100 100 100 100 100

55 45 55 45 55 45 55 45 55 45
100 100 100
4-M20 HSB 6-M20 HSB 7-M20 HSB 9-M20 HSB 11-M20 HSB
55 45 55 45 55 45

50

50

55

55
50
2-M20 HSB
2-M20 HSB 3-M20 HSB

40

40

40

40
40 3@60=180 40

50

50
30
30 40 60 40
5@60=300

40 60 40

60 60 40
B B

6@60=360

8@60=480

10@60=600

40
60
40
80

50
G PL-10

98 40
G PL-10 W W G PL-10

58
W W
G PL-10

85 40
G PL-12
C W G PL-12 C

50 55
W
G PL-16
W W
G PL-16

D D
C120 (UPN 120) C160 (UPN 160) C180 (UPN 180)
C-120x53x5.5x9 C-160x63x6.5x10 C-180x68x7x10.5
SS SSL SS SSL SS SSL

E E

150 80
100 100 100 80
2-M20 HSB 2-M20 HSB 2-M20 HSB
40 70 40 40 40 40 40
55 45 55 45 55 45
10 CL 10 CL 10 CL
40 MIN

40 MIN
2-M20 HSB 2-M20 HSB 2-M20 HSB

40 MIN
60
30

30

30
50
6 6
40

40

40
F F

60
60
140

140

150

60
60

60

60
H > 200
H > 200

40

40
40

40

G PL-10 G PL-10

50
PL-10 PL-10 G PL-10

G PL-10 G PL-10 G PL-10

W W W

G G

C200 (UPN 200) C250 (UPN 240)

C-200x75x9x11 C-250x78x7x12
H SS SSL SS SSL H

80 80 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

100 100
40 40 2-M20 HSB 40 40 B 08/05/17 FOR APPROVAL Y.T T.M M.O
55 45 55 45 2-M20 HSB A 23/03/17 FOR APPROVAL Y.T T.M M.O
I 2-M20 HSB 10 CL 10 CL I
40 MIN

2-M20 HSB REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

30

50
40

40
40

SONATRACH
70

95
60

60
170

40 60

60
200

DIVISION PRODUCTION
40
SIZE

40

G PL-10
70

60

G PL-10 OWNER: SONATRACH

G PL-10
J W W G PL-10 J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-023

TITLE:

STANDARD DETAILS FOR

SS CONNECTION (2/2)
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-023
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
TOP OF COLUMN SS CONNECTION WITH 2-BRACES SS CONNECTION WITH 1-BRACE NOTES:

1. FOR THICKNESS OF G PL AND NUMBER

OF BOLTS FOR "SS" CONNECTION, SEE
A STD DWG NO. D-3000-1330-022 AND 023. A
3 SIDES

-SS 2. G PL-THK SHALL NOT BE THINNER THAN

THICKNESS OF G PL FOR DIAGONAL BRACING, SEE
R=15
STD DWG NO. D-3000-1330-032 AND 033.
3 SIDES
-SS -SS
FOR FURTHER DETAIL OF "EM*" 3. ADDITIONAL DETAILS (TYP)
CONNECTIONS, SEE
B STD DWG NO. D-3000-1330-010 THRU 021. B
15 CL
SEAL WELD
R=15 5
5 (TYP)
3 SIDES
-EM* G PL
(TYP)
A
-
-SS 15 CL
15 CL 3 SIDES
G PL-THK
PL-10 NOTE 2
C G PL-THK WP C
5 EDGE OF COL
NOTE 2
SEAL WELD SEAL WELD

=
(NOTE 6)
W MIN
WP PL-T1 (TYP) (TYP)
PL-10 NOTE 1 NOTE 1 NOTE 5 30

=
=
30 R=15

(NOTE 6)
W MIN

15 CL
=
SECTION A
D - D

(NOTE 6)
W MIN
PL-10

PL-10 4. SSL CONNECTION FOR C120,C160,C180,C200 AND C250

3 SIDES SHALL BE USED WHERE CONNECTING TO COLUMN.
6
40 40
45 40
15 CL 80
5. STIFFENER PLATE THICKNESS
85 15 CL 15 CL
PL-T1 =10mm

E WHERE "EM*" CONNECTION REQUIRES E

CONTINUITY PLATES,PL-T1 SHALL BE THICKER THAN
10mm OR CONTINUITY PLATE THICKNESS. SEE
STD DWG NO. D-3000-1330-010 THRU 021.

MIDDLE OF COLUMN SS CONNECTION WITH EM* 6. W MIN SHALL BE REFERRED TO D-3000-1330-032 AND 033.

F F

-SS -SS -SS

FOR FURTHER DETAIL OF "EM*"

CONNECTIONS, SEE
STD DWG NO. D-3000-1330-010 THRU 021.
G 3 SIDES 3 SIDES 3 SIDES G

-EM* -EM*
-SS

15 CL
15 CL
PL-T1 PL-T1
3 SIDES NOTE 5
NOTE 5
H H
55 MIN

15 CL 80 85 15 CL

40 40 45 40
NOTE 1
PL-10

PL-10 CONTINUTY PLATE

(IF ANY)

55 MIN
3 SIDES PL-10
55 MIN

NOTE 1 PL-10 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

CONTINUTY PLATE B 08/05/17 FOR APPROVAL Y.T T.M M.O
PL-10 (IF ANY) A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
3 SIDES REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
NOTE 1 NOTE 1

15 CL
6
15 CL
15 CL SONATRACH
PL-T1 DIVISION PRODUCTION
PL-10 NOTE 1 & 4 NOTE 5
SIZE

50

OWNER: SONATRACH
J NOTE 1 J
PROJECT: HASSI R'MEL BOOSTING PHASE III
50

PL-10
D-3000-1330-024

3 SIDES NOTE 1 & 4 TITLE:

3 SIDES

6 STANDARD DETAILS FOR

SS CONNECTION COMBINAITON
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-024
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH300 (IPE 300) SH350 (IPE 330) SH400 (IPE 400) SH450 (IPE 450) SH500 (IPE 500) SH600 (IPE 600) NOTES:

H-300x150x6.5x9 H-350x175x7x11 H-400x200x8x13 H-450x200x9x14 H-500x200x10x16 H-600x200x11x17 1. FOR THE BEAM TO COLUMN SSD CONNECTION,
SEE DWG. NO. D-3000-1330-026.
A 150 150 150 150 150 150 A
40 70 40 40 70 40 40 70 40 40 70 40 40 70 40 40 70 40
2. ADDITIONAL DETAILS (TYP)

15 CL
5
15 15 15 15 15 15
R=15(TYP)
6-M20 HSB 8-M20 HSB 8-M20 HSB 10-M20 HSB 12-M20 HSB 16-M20 HSB

45
50

50

50

50

50
2 SIDES
B B

40

40
40 60 60 40

4@60=240 40

40

40
3@60=180

3@60=180
200

260

260

5@60=300
320

7@60=420
380
40

40

500
SEAL WELD(TYP)

40

40
G PL-10
G PL-10 G PL-10 3. INDICATED EUROPEAN PROFILE SHALL BE

40
C G PL-10 REFERRED TO H-3000-1330-101. C
G PL-10

G PL-12

MH294 (IPE 270) MH340 (IPE 330) MH390 (HEA 400) MH488 (HEA 500) MH588 (HEA 600) SH700 (HEA 700) SH800 (HEA 800)
D H-294x200x8x12 H-340x250x9x14 H-390x300x10x16 H-488x300x11x18 H-588x300x12x20 H-700x300x13x24 H-800x300x14x26 D

150 150 150 150 150 150 150

40 70 40 40 70 40 40 70 40 40 70 40 40 70 40 40 70 40 40 70 40

15 15 15 8-M20 HSB 15 12-M20 HSB 15 14-M20 HSB 15

8-M20 HSB 18-M20 HSB 15
6-M20 HSB
E 18-M20 HSB
E
35
50

50

50

50

55
40

55
40
40 60 60 40

40

40

40
3@60=180

3@60=180

40
200

260

260

5@60=300

6@60=360
380

440

8@60=480
40

40

8@60=480
560

560
F F

40
G PL-10

40
G PL-10
G PL-10

40
G PL-12

40
G PL-12

G PL-16

G G PL-16
G

WH300 (HEB 300)

H-300x300x10x15
150

40 70 40
H H

15
6-M20 HSB
50

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

40 60 60 40

B 08/05/17 FOR APPROVAL Y.T T.M M.O

A 29/03/17 FOR APPROVAL Y.T T.M M.O
200

I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
G PL-10 DIVISION PRODUCTION

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-025

TITLE:

STANDARD DETAILS FOR

SSD CONNECTION

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-025
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
TOP OF COLUMN SSD CONNECTION WITH 2-BRACES SSD CONNECTION WITH 1-BRACE NOTES:

1. FOR THICKNESS OF G PL AND NUMBER

OF BOLTS FOR "SSD" CONNECTION, SEE
A STD DWG NO. D-3000-1330-025. A
3 SIDES

-SSD 2. G PL-THK SHALL NOT BE THINNER THAN

THICKNESS OF G PL FOR DIAGONAL BRACING, SEE
STD DWG NO. D-3000-1330-032 AND 033.
3 SIDES
-SSD -SSD
FOR FURTHER DETAIL OF "EM*" 3. ADDITIONAL DETAILS (TYP)
R=15
CONNECTIONS, SEE
B STD DWG NO. D-3000-1330-010 THRU 021. B
15 CL
SEAL WELD
R=15
5 5 (TYP)
3 SIDES
(TYP) -EM* G PL

A
-SSD 15 CL
-
15 CL
3 SIDES
G PL-THK
PL-10 NOTE 2
C G PL-THK WP C
5 EDGE OF COL
NOTE 2
PL-T1 SEAL WELD

=
SEAL WELD

(NOTE 5)
W MIN
WP NOTE 4 (TYP) (TYP)
NOTE 1 NOTE 1
PL-10 30

=
=
PL-10
R=15

(NOTE 5)
W MIN

15 CL
SECTION A

=
30
D - D

(NOTE 5)
W MIN
PL-10

PL-10
4. STIFFENER PLATE THICKNESS
3 SIDES 6 PL-10 PL-T1 =10mm
40 70 40 40 70 40
WHERE "EM*" CONNECTION REQUIRES
15 CL 150 150 15 CL 15 CL
CONTINUITY PLATES,PL-T1 SHALL BE THICKER THAN
10mm OR CONTINUITY PLATE THICKNESS. SEE
E STD DWG NO. D-3000-1330-010 THRU 021. E
5. W MIN SHALL BE REFERRED TO D-3000-1330-032 AND 033.

6. WHERE G PL IS EXTENDED TO THE CONTINUITY

MIDDLE OF COLUMN SSD CONNECTION WITH EM* PLATE FOR EM* CONNECTION, THIS MAY BE OMITTED.

F F

-SSD -SSD -SSD

FOR FURTHER DETAIL OF "EM*"

CONNECTIONS, SEE
STD DWG NO. D-3000-1330-010 THRU 021.
G 3 SIDES 3 SIDES 3 SIDES G

-EM* -EM*
-SSD

15 CL
15 CL
NOTE 1 PL-T1 PL-T1
3 SIDES NOTE 5
NOTE 4
H 15 CL 150 150 15 CL H
55 MIN

CONTINUTY PLATE
40 70 40 40 70 40
PL-10 NOTE 1 PL-10
PL-10

PL-10 NOTE 6

(IF ANY)
55 MIN
PL-10 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
55 MIN

3 SIDES CONTINUTY PLATE B 08/05/17 FOR APPROVAL Y.T T.M M.O

(IF ANY) A 29/03/17 FOR APPROVAL Y.T T.M M.O
I NOTE 1
I
PL-10 REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
NOTE 1 PL-10
3 SIDES
6 15 CL
NOTE 1
SONATRACH
PL-T1 DIVISION PRODUCTION
NOTE 4

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-026

TITLE:
3 SIDES
STANDARD DETAILS FOR
SSD CONNECTION COMBINATION

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-026
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH200 (IPE 200) SH250 (IPE 240) SH300 (IPE 300) SH350 (IPE 330) SH400 (IPE 400) SH450 (IPE 450) SH500 (IPE 500) NOTES:

H-200x100x5.5x8 H-250x125x6x9 H-300x150x6.5x9 H-350x175x7x11 H-400x200x8x13 H-450x200x9x14 H-500x200x10x16 1. ADDITIONAL DETAILS (TYP)

A 1 A
PW
-
170 170 170 170 170 170 170 SEAL WELD
PL-10 PL-10 PL-10 PL-10 PL-10 (TYP)
40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40
FILLER PLATES
10 10 FILLER PLATES 10 FILLER PLATES 10 FILLER PLATES 10 FILLER PLATES 10 10
PL-10 PL-10 S

30

50

50

50

50

50

50
40

40

40

40

40

40

40
S

140
60

3@60=180
140
SEAL WELD

60

60 60

60 60

5@60=300
4@60=240
200

200
B (TYP) DETAIL 1 B

260
-

320
40

380
W

40
30

100
40
40
60
2SPL PLs-10

50
2SPL PLs-10

90
40
W W
2SPL PLs-10 2SPL PLs-10 FILLET WELD SIZE "S"

80
40
4-M20 HSB 4-M20 HSB W
2SPL PLs-10

70
PLATE THICKNESS S*

40
6-M20 HSB 6-M20 HSB
W W 2SPL PLs-10 (mm) (mm)
8-M20 HSB
W 10 6
10-M20 HSB 2SPL PLs-10
12 8
C W
12-M20 HSB 16 9
C
* WHERE BEAM WEB IS THINNER THAN "S" ,
THE FILLET SIZE SHALL BE SAME AS THE WEB
THICKNESS.
PLATE WIDTH "PW"

SH600 (IPE 600) MH194 (IPE 180) MH244 (IPE 240) MH294 (IPE 270) MH340 (IPE 330) MH390 (HEA 400) MH488 (HEA 500) W PW
100 100
H-600x200x11x17 H-194x150x6x9 H-244x175x7x11 H-294x200x8x12 H-340x250x9x14 H-390x300x10x16 H-488x300x11x18 125 100
D 150
175
100
100
D
200 100
250 125
300 150

170 170 170 170 170 170 170 2. FILLER PLATES SHALL BE INSTALLED TO MAKE A GAP
PL-10 PL-10 PL-10 PL-10 1.0mm OR LESS.
40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40
FILLER PLATES 3. INDICATED EUROPEAN PROFILE SHALL BE
10 10 10 FILLER PLATES 10 FILLER PLATES 10 10 10
PL-12 PL-10 PL-12 REFERRED TO H-3000-1330-101.
E E
30

50

50

50

50

50
50

40

40

40

40

40

40
40

140
60

3@60=180
140
60

60 60

60 60
200

200

5@60=300
260
40
7@60=420

380
40
24
500

90
40

40
54

2SPL PLs-10

44

80
2SPL PLs-10

40
W W
2SPL PLs-10 2SPL PLs-10
F 4-M20 HSB 4-M20 HSB W
2SPL PLs-10
F

40
6-M20 HSB 6-M20 HSB
W W

58
8-M20 HSB
40

2SPL PLs-10
50

W
12-M20 HSB
2SPL PLs-10
W 16-M20 HSB

G G

MH588 (HEA 600) SH700 (HEA 700) SH800 (HEA 800) WH200 (HEB 200) WH250 (HEB 240) WH300 (HEB 300)
H-588x300x12x20 H-700x300x13x24 H-800x300x14x26 H-200x200x8x12 H-250x250x9x14 H-300x300x10x15

H H
170 170 170 170 170 170
PL-16 PL-16 PL-10 PL-10 PL-10
40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40
FILLER PLATES
10 10 FILLER PLATES 10 FILLER PLATES 10 10 10
PL-12
30

50

50
50

55

55

40

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

40

40
40

40
40

B 08/05/17 FOR APPROVAL Y.T T.M M.O

140

A 23/03/17 FOR APPROVAL Y.T T.M M.O

60

I 140 I
60

60 60

200
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
6@60=360

40

40
30
440

8@60=480

10@60=600

SONATRACH

40
60
560

2SPL PLs-10

50
2SPL PLs-10
680

W W
4-M20 HSB 4-M20 HSB W
2SPL PLs-10 DIVISION PRODUCTION
SIZE

6-M20 HSB
98
40

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
85

2SPL PLs-10
40
D-3000-1330-027

14-M20 HSB
TITLE:
65
40

W 2SPL PLs-10
W
18-M20 HSB W STANDARD DETAILS FOR
2SPL PLs-10
DS CONNECTION
22-M20 HSB
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-027
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
TOP OF COLUMN DS CONNECTION WITH 2-BRACES DS CONNECTION WITH 1-BRACE NOTES:

120 NOTE 5 120 NOTE 5 1. FOR THICKNESS OF PLATE AND NUMBER OF BOLTS
IN BEAM TO COLUMN "DS" CONNECTION, SEE
A 15 (TYP) 120 DWG NO. D-3000-1330-027. A
3 SIDES 3 SIDES
15 (TYP)

-DS -DS
-DS
2. STIFFENER PLATE THICKNESS SHALL BE AS FOLLOWS.

PL-T0 MAX (TF1 ,TF2)

PL-T1 TF1
PL-T2 TF2
120

PL-T2 PL-T2 3. WHERE "EM*" CONNECTION REQUIRES

B CONTINUITY PLATES, PL-T2 SHALL BE THICKER THAN B
FOR FURTHER DETAIL OF "EM*"
TF2, 10mm OR CONTINUITY PLATE THICKNESS.
CONNECTIONS, SEE SEE DWG NO. D-3000-1330-010 THRU 021.
PL-T1 PL-T1
-EM* STD DWG NO. D-3000-1330-010 THRU 021.

4. FOR FURTHER DETAIL OF "EM*" CONNECTIONS,

-DS SEE DWG NO. D-3000-1330-010 THRU 021.

SECTION B SECTION A 15 CL

- - 5. 120mm STUB PROJECTION SHALL BE EXTENDED

TO MAKE A PROPER GUSSET PLATE SHAPE FOR
C BRACES BUT MINIMIZED.
C

TF2

TF2
(NOTE 7)
W MIN
PL-T0 TF2 TF1 PL-T2 PL-T2 NOTE 1 6. ADDITIONAL DETAILS (TYP)
B
NOTE 3
WP SEAL WELD
(TYP)

=
WP

=
A

=
D D

(NOTE 7)
NOTE 1

(NOTE 7)

W MIN
W MIN
PL-T2
PL-T2
3 SIDES NOTE 1 NOTE 1
NOTE 3
3 SIDES NOTE 1
NOTE 1 C
-
SEAL WELD SEAL WELD 15 CL

SEAL WELD
E (TYP)
3 E

3
MIDDLE OF COLUMN DS CONNECTION WITH EM*
SEAL WELD
(TYP)

F 120 120 SECTION C F

120 120 -
3 SIDES 3 SIDES

-DS -DS 7. W MIN SHALL BE REFERRED TO D-3000-1330-032 AND 033.

-DS
CL

G PL-T2
G
120

FOR FURTHER DETAIL OF "EM*"

CONNECTIONS, SEE
STUB TO BE SAME
ALTERNATIVE -EM* STD DWG NO. D-3000-1330-010 THRU 021. -EM*
PL-T1 SIZE OF CONNECTING H-SHAPE
(WHERE CL < 50)

G PL-THK
NOTE 1
-DS NOTE 1
PL-T2 PL-T2
TF2 TF2
H NOTE 3 NOTE 3 H
55 MIN
PL-T2

TF2 TF1 PL-T2

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
NOTE 1 B 08/05/17 FOR APPROVAL Y.T T.M M.O
55 MIN

A 29/03/17 FOR APPROVAL Y.T T.M M.O

I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
PL-T2 NOTE 1
55 MIN

PL-T2

NOTE 1
SONATRACH
DIVISION PRODUCTION
NOTE 1
SIZE

NOTE 1
PL-T2
TF2
NOTE 3 OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-028

TITLE:

STANDARD DETAILS FOR

DS CONNECTION COMBINATION
CONTRACTOR'S DOCUMENT NO.

PL-T2
NOTE 1
NOTE 3
K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
0-7577-20 D-3000-1330-028
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A A

B B

C C

D D

E E

F F

G G

H H

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

B 08/05/17 FOR APPROVAL Y.T T.M M.O

COMBINATION DETAIL A 29/03/17 FOR APPROVAL Y.T T.M M.O

I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
DIVISION PRODUCTION

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-029

TITLE:

STANDARD DETAILS FOR

PST & PW CONNECTION

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-029
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MEMBER WH150 (HEB 140) WH175 (HEB 160)
DESIGNATION NOTES:

NOTATION PSA PSB PSC PSA PSB PSC 1. FILLET WELDING AND CONTINUOUS SEAL WELDING 5. VERTICAL STIFFENERS ON BEAM SHALL BE PROVIDED
A SHALL BE APPLIED UNO. AS FIG.-A, BASICALLY. A
WHERE THE BEAM DEPTH IS 300mm OR LESS,
= = STIFFENERS SHALL BE AS FIG.-B.
= =
40 MIN G 40 MIN
40 MIN G 40 MIN 335

40 MIN

40 MIN
310 15

40 MIN
40 255 40

40
15

40 MIN

15
40
40 230 40

15

300
PL-10

= =

= =

200
335

255

D > 300
G

G
TYP (TYP)

= =
= =

230
310
G

G
B PL-10 B

D
SEAL WELD
(TYP)

40 MIN
40 MIN
(TYP)

40

MAX 50
5 (TYP)
40 MIN

40 MIN
CONNECTION 5 (TYP)

40
DETAIL (FIG.-A) (FIG.-B)
2. BASE PLATE SIZE SHALL BE DECIDED IN ACCORDANCE
WITH THE FOLLOWING RULES.
6. COMBINATION DETAIL
15 40 40

40 MIN

40 MIN
15

15
C PSC
C

G
G PL
1 DISTANCES FROM BOLT CENTER TO EDGE OF
(TO EXTEND UP TO THE TOP FLANGE)
BASE PLATE SHALL NOT BE LESS THAN 40mm.

2 DISTANCES FROM FACE OF POST TO EDGE OF

NOTE 5 NOTE 5
BASE PLATE SHALL NOT BE LESS THAN 15mm.

3 FIXING BOLTS SHALL BE PROVIDED

SYMMETRICALLY IN BASE PLATE. SEE NOTE 5

4 BASE PLATE SHALL BE MINIMUM SIZE.

D BASE PLATE PL-16 PL-16 PL-16 PL-16 D
BOLTS 2-M20 HSB 4-M20 HSB 2-M20 HSB 4-M20 HSB 3. DIMENSION "G" ARE AS FOLLOWS;
WHERE STIFFENERS ARE REQUIRED BY
MEMBER WH200 (HEB 200) WH250 (HEB 240) H SHAPES
POST CONNECTION, THE BEAM CONNECTION
DESIGNATION TYPE SHALL BE "SS", "SSL", "SSD" OR "DS".
BEAM
NOTATION PSA PSB PSC PSA PSB PSC NOMINAL FLANGE G
WIDTHS
125 70
= = = =
150 80 1
40 MIN G 40 MIN
E 40 MIN G 40 MIN
360 410
175 90 E

40 MIN
200 120

40 MIN
15
40 MIN
40 MIN

15

40
40

40 280 40 40 330 40 250 120

15
15

300 120

=
=

=
= =

350 120

410

330
360

280

G
G

G
=
=

=
7. IN GENERAL, "PS*" CONNECTIONS SHALL BE APPLIED
40 MIN

40 MIN

CHANNELS

40 MIN
40

40 MIN
40
CONNECTION MEMBERS WHERE THE POSTS ARE USED AS COMPRESSION AND
BEAM
F DETAIL NOMINAL FLANGE G
CAN BE APPLIED AT BOTH POST ENDS.
F
WIDTHS 8. INDICATED EUROPEAN PROFILE SHALL BE
REFERRED TO H-3000-1330-101.
68 40
75 40
78 45

4. EXTENSION OF UPPER AND/OR LOWER FLANGE OF BEAM

G NOTE 5 WHICH SUPPORTS POST SHALL BE AS FOLLOWS. G
NOTE 5

20 MIN

20 MIN
BASE PLATE PL-16 PL-16 PL-16 PL-16
BOLTS 2-M20 HSB 4-M20 HSB 2-M20 HSB 4-M20 HSB TYP
t-2
20 MIN
MEMBER
H DESIGNATION C120/C160/C180/C200 (UPN 120 / UPN 160 / UPN 180 / UPN 200) H
TYP PL-10(TYP)
NOTATION PSA PSB PSC PSD
5(TYP) SEAL WELD
(TYP)

BEAM FLANGE SHALL BE EXTENDED 1 21/09/17 FOR CONSTRUCTION Y.T M.K M.O
IN ACCORDANCE WITH THE FOLLOWING RULES. 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
15 = = 40 40
40 MIN

40 40 1 WHERE BASE PLATE WIDTH IS LARGER THAN B 08/05/17 FOR APPROVAL Y.T T.M M.O
BEAM WIDTH BY 25mm OR MORE,
40 MIN G 40 MIN 40 40 40 40 A 03/04/17 FOR APPROVAL Y.T T.M M.O
15

40 MIN

40 MIN

I BEAM FLANGE SHALL BE EXTENDED. I

=

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

15
G

2 AFTER EXTENSION, THE BEAM WIDTH SHALL BE

40

= =
=

WIDER THAN BASE PLATE WIDTH BY 20mm OR MORE.

G
40 MIN

SONATRACH
40

40

15
3 THICKNESS OF EXTENSION PLATE SHALL BE
40 MIN

SAME AS FLANGE OF BEAM OR THICKER.

DIVISION PRODUCTION
40

CONNECTION
SIZE

DETAIL
OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-030

TITLE:

NOTE 5 C180 OR LARGER STANDARD DETAILS FOR

PS CONNECTION
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-030
BASE PLATE PL-12 PL-12 PL-12 PL-12 PCWBS OWNER'S DOCUMENT NO. SCALE

BOLTS 2-M20 HSB 4-M20 HSB 4-M20 HSB 2-M20 HSB WITH TAPERED WASHER 0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN P- 7
2 0 1
20-SE
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1. ADDITIONAL DETAILS

A a A
-

b
1000 MAX 1000 MAX -
1000 MAX
THK-2

TYP TYP
B H-SHAPE CHANNEL
B

TYP TYP
15 15
5 5 (TYP) (TYP)
(TYP) (TYP)

C C

PL-10
PL-10 NOTE
"SRL" SHALL BE APPLIED TO SLIGHTLY SECTION a
10 STRESSED PART ONLY.
-
D D
CONNECTED TO SIDE OF BEAM : "SR" "SRL"
SEAL WELD (TYP)

(TYP)
5
THK-2 THK-2 THK-2
PL-T0 TF1 PL-T0 TF1 PL-T0 TF1 PL-T0 TF1

5
E A B E SEAL WELD (TYP) E
- - - G
-
PL-T1 SECTION b
PL-T1 THK-2
PL-T1 PL-T1 -
TF2 TF2 TF2
3 SIDES
TF2

F 2. STIFFENER PLATES THICKNESS SHALL BE AS FOLLOWS.

F
PL-T0 TF1 , TF2
PL-T1 PL-T1 15
PL-T1 TF1
(TYP)
PL-T0 , T1 10
3 SIDES 3 SIDES

3 SIDES

50

50
3 SIDES
G G

CL

CL
SECTION A SECTION B SECTION E SECTION G
- - - -
PL-T1
THK-2

TF1 TF1
TF1 TF1

H H
3 SIDES

C D F H
25

25
15

15

- - - -
THK-2
PL-T1 PL-T1

PL-T1 PL-T1 0 06/06/17 FOR CONSTRUCTION Y.T T.M M.O

PL-T1 PL-T1 15 B 29/05/17 FOR APPROVAL Y.T T.M M.O

(TYP) A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
3 SIDES 3 SIDES

3 SIDES
SONATRACH
DIVISION PRODUCTION
50

50
3 SIDES
SIZE

CL

CL
SECTION C SECTION D SECTION F SECTION H
- - - - OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
CONNECTED TO COLUMN OR POST IN MAJOR AXIS : "SR" CONNECTED TO COLUMN OR POST IN MINOR AXIS : "SR"
D-3000-1330-031

TITLE:

STANDARD DETAILS FOR

SR & SRL CONNECTION
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-031
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN N- 7
2 0 1
06-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1. "W MIN" SHOW THE REQUIRED MINIMUM

LENGTH OF FILLET WELD.
A A
SEAL WELD(TYP)

WP

W MIN
B B
1
-

STANDARD DETAIL FOR LT SEAL WELD

(TYP)
SEAL WELD
LT G PL-THK (TYP)

(NOTES 1)
MEMBER G PL
HSB G W MIN

W MIN
-THK
C DESIGNATION
C

G
L70 2-M20 10 40 140
HSB G PL
L75 2-M20 10 40 140
15 40 @60 40
L90 2-M20 10 50 140

L100 3-M20 10 55 210

G PL-THK

30°
(NOTES 1)
2

W MIN

G
CT150 4-M20 10 80 230
D 30° D
CT175 6-M20 12 105 310
HSB

L3
CT200 6-M20 16 120 330

L1
15 40 @60 40
CT250 8-M20 16 120 400

L1
L2

L2 AND L3 > L1

E E
DETAIL 1
-

2. INDICATED EUROPEAN PROFILE SHALL BE

REFERRED TO H-3000-1330-101.

F F
STANDARD DETAIL FOR HY

HY
G PL-THK
MEMBER G PL
HSB G W MIN
(NOTES 1)

DESIGNATION -THK
W MIN

L70 3-M20 10 40 210

L75 3-M20 10 40 210 HSB

L90 3-M20 10 50 210 15 40 @60 40

G G
L100 4-M20 10 55 280
G PL-THK
(NOTES 1)

2
W MIN

CT150 6-M20 10 80 300

CT175 8-M20 12 105 380

HSB
CT200 8-M20 16 120 400
15 40 @60 40
CT250 10-M20 16 120 470
H H

2 21/09/17 FOR CONSTRUCTION Y.T M.K M.O

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
0 06/06/17 FOR CONSTRUCTION Y.T T.M M.O
B 29/05/17 FOR APPROVAL Y.T T.M M.O
A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
DIVISION PRODUCTION
SIZE

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-032

TITLE:

STANDARD DETAILS FOR

LT & HY CONNECTION
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-032
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN P- 7
2 0 1
21-SE
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1. "W MIN" SHOW THE REQUIRED MINIMUM LENGTH OF

FILLET WELD.
A D D A
WP WP
SEAL WELD(TYP)

=
15

=
15 CL

=
15 CL
B B

W MIN
WP

1
= -
=
=
=
C C

WHERE WP DIMENSION "D" IS SPECIFIED SEAL WELD

IN EACH DESIGN DRAWING. (TYP)

SEAL WELD
(TYP)

D D

=
=
=
=
15 CL L3 L1
=
=
15 CL
= L1
= 15 CL 15 CL
E L2 L2 AND L3 >L1
E

5
STIFF PL-10 DETAIL 1
SEAL WELD
(TYP)
-
WP
WP

F 3SIDES
F
WP 2. ADDITIONAL DETAILS (TYP)

D
D

30

R=15
WP
15

G WHERE WP DIMENSION "D" IS SPECIFIED WHERE WP DIMENSION "D" IS SPECIFIED G

IN EACH DESIGN DRAWING. IN EACH DESIGN DRAWING.

BRACE FLANGES STRIPPED TO CLEAR

GUSSET PLATE.

H WH150 WH175 , WH200 WH250 WH300 H

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

0 06/06/17 FOR CONSTRUCTION Y.T T.M M.O
15 G PL-16 B 29/05/17 FOR APPROVAL Y.T T.M M.O
G PL-12 G PL-16
G PL-10 15 15
15 A 29/03/17 FOR APPROVAL Y.T T.M M.O
I 9-M20 HSB
12-M20 HSB I
6-M20 HSB REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
6-M20 HSB

=
SONATRACH

(NOTE 1)
=
(NOTE 1)

(NOTE 1)

(NOTE 1)

400 MIN
=

70
270 MIN
270 MIN

330 MIN

70 70
=
70

70

70
=

DIVISION PRODUCTION
=

=
SIZE

OWNER: SONATRACH
J @60
J
@60 PROJECT: HASSI R'MEL BOOSTING PHASE III
40 40 @60 @60
40 40
D-3000-1330-033

40 40 40 40
TITLE:

STANDARD DETAILS FOR

HY CONNECTION (H-SHAPE)
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-033
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:
HORIZONTAL BRACING AND KNEE BRACING
1. FOR EACH DIMENSION. SEE EACH DESIGN DRAWING.

A A
2. ELEVATION OF HORIZONTAL BRACING SHALL BE
SHOWN ON EACH DESIGN DRAWING AS (EL+*** TOS)
SEE NOTE 1
15 CL 15 CL OR (EL+*** BOS).
6 7 EXAMPLE: L100-LT (EL+114900 TOS)
5 2 4 - -
WP - - - 3. FOR SECTIONAL DETAILS, SEE STANDARD DRAWING
TYP

SEE NOTE 1

G
WP D-3000-1330-032.

G
TYP
1
B - WP 4. ADDITIONAL DETAILS (TYP) B
TYP B B
SIMILAR G PL-THK SIMILAR
3 - - G PL-THK
- 8 9
- - WP
WP

PLAN ELEVATION FOR SINGLE ANGLE FOR TEE

C D SEAL WELD(TYP) C
-
A A DETAIL 4 SEAL WELD
- - - (TYP)
15 CL 15 CL

SEE NOTE 2
G
G

D G PL-THK
D

50
G PL-THK D SEAL WELD(TYP)

50
WP WP

G
G PL-THK -
(UNO) (UNO)
G PL-THK
SEAL WELD

15
(TYP)

50
15
50

C
C

L
L

15
15

C
C

L
L
G

G
E SECTION
E
FOR SINGLE ANGLE FOR TEE A

25
-
1-M20 HSB
2-M20 HSB

DETAIL 1 FOR SINGLE ANGLE FOR TEE SEAL WELD

- (TYP)

DETAIL 5 SECTION D
-
F - F
B
-

B
-

15 CL

SEE NOTE 2
G PL-THK
SEE NOTE 1 SEE NOTE 1
TYP TYP WP WP
WP STIFF PL-10

G
15 CL

CHANNEL
15 CL

WP H-SHAPE

= =
= =
A1 A1 WP
- C

50
-

15 CL
15
G TYP G PL-THK G

15 CL
TYP -
G PL-THK G PL-THK
G

G
G PL-THK 5

G
G

FOR SINGLE ANGLE FOR TEE SECTION A1

DETAIL 6 DETAIL 7 DETAIL 8
-
- - -
H H
DETAIL 2
-

SEE NOTE 2
SEE NOTE 2

5 (TYP) 5 (TYP)

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

15 CL
STIFF PL-10 STIFF PL-10 0 06/06/17 FOR CONSTRUCTION Y.T T.M M.O
B 29/05/17 FOR APPROVAL Y.T T.M M.O
15 CL 15 CL TOS BOS G PL-THK
A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
3 SIDES
SECTION B SECTION B
WP
SONATRACH
G

- (ALTERNATIVE) -
G

SEAL WELD
(TYP) DIVISION PRODUCTION
B B
15
- G PL-THK - G PL-THK STIFF PL-10
SEE NOTE 2

SEE NOTE 2

WP WP
OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
SECTION C
D-3000-1330-034

- TITLE:
TOS BOS DETAIL 9
- LT OR HY STANDARD DETAILS FOR
FOR SINGLE ANGLE FOR TEE
HORIZONTAL BRACING & KNEE BRACING
15 CL 50 15 CL

K DETAIL 3 SECTION B JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

- (ALTERNATIVE) - 0-7577-20 D-3000-1330-034
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:
VERTICAL BRACING
1. FOR EACH DIMENSION, SEE EACH DESIGN DRAWING.

2. FOR SECTIONAL DETAILS, SEE STANDARD DWG

A D-3000-1330-032. A
3. ADDITIONAL DETAILS (TYP).

5 6
- - 7 7
- SEAL WELD(TYP)
-
9
7 - WP WP
- G PL-THK G PL-THK
B 3 WP WP
H-SHAPE B
8 - TYP TYP
CHANNEL

= =

= =
-
SEAL WELD(TYP)
3 4
WP - -

15
15 CL

50
15 CL
TYP

G
1 1 2 G
10 10
- - -
C - - C
DETAIL 5
- DETAIL 6
SEAL WELD(TYP)
ELEVATION -

D 15 CL
15 CL
D
G
15 CL G

SEAL WELD(TYP)
G PL-THK WP
WP

=
=
A

=
=
A
SEE NOTE 1

G PL-THK
- -
E E

15 CL
15 CL

15
G PL-THK TYP 5
G PL-THK

G
5
WP G PL-THK WP
WP
G
4. FOR VERTICAL BRACING CONNECTION WITH BEAM:
- WITH "SS" AND "SSD" CONNECTION,
DETAIL 1 DETAIL 1 DETAIL 7 DETAIL 7 DETAIL 8 SEE D-3000-1330-022 , 023 AND 025.
- (ALTERNATIVE) - - (ALTERNATIVE) - - - WITH "DS" CONNECTION, SEE D-3000-1330-027.

F F

15 CL
15 CL 15 CL
G G
G

3 SIDES

G G PL-THK G
SEE NOTE 1

G PL-THK
G PL-THK

WP 15
WP
STIFF PL-10
15 WP

DETAIL 2 DETAIL 2 DETAIL SECTION

H 9 LT OR HY A H
- (ALTERNATIVE) - - -

FILLER PL-THK 1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

FILLER PL-THK 0 06/06/17 FOR CONSTRUCTION Y.T T.M M.O
G

G
B 29/05/17 FOR APPROVAL Y.T T.M M.O
G

G PL-THK G PL-THK
A 29/03/17 FOR APPROVAL Y.T T.M M.O
I 30 I

5(
30 REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

TY
WP WP

P)
1-M20 HSB
=

=
=

SONATRACH
G
=

5(
TY

3 DIVISION PRODUCTION
MIN

P)
15

MIN
15

3
15 2-M20 HSB
MIN 15
OWNER: SONATRACH
J MIN
J
PROJECT: HASSI R'MEL BOOSTING PHASE III
FOR SINGLE ANGLE FOR TEE
D-3000-1330-035

TITLE:
DETAIL 3 DETAIL 4
NOTE 4 NOTE 4
- - STANDARD DETAILS FOR
DETAIL 10 VERTICAL BRACING
-

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-035
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
WH250 (HEB 240) WH300 (HEB 300) WH350 (HEA 360) WH400 (HEA 400) NOTES:

H-250x250x9x14 H-300x300x10x15 H-350x350x12x19 H-400x400x13x21 1. FCJ LOCATION

A A

40 80 40
35 70 35
2PLs-20

35 50 35
2PLs-16 2PLs-20
2PLs-12

50 50

5
FCJ

32-M20 HSB
20-M20 HSB 40-M20 HSB
PL-16 32-M20 HSB
PL-20
B 16-M20 HSB 2PLs-12 PL-12 2PLs-12
2PLs-16 2PLs-20 B

40
18-M20 HSB 18-M20 HSB PL-16 24-M20 HSB

90
40

40
2. WHERE WH400 AND WH408 ARE BEING SPLICED,

4@60=240 5 4@60=240
100
40 60 60 5 60 60 40

=180 5 =180 40
60 5 60 60 40
100 100 5 100 100
40

40
100
THE SPLICE DETAIL OF WH400 WITH PROPER

4@60

100 40 40 100
=240 5 =240

3@60 3@60
100 5 100
60 40 40 60

60 40 40 60
60 40 40 60

FILLER PLATES TO MAKE A GAP LESS THAN

60 40 40 60
60 5 60

60 5 60

40 40
40 40
40 40

90 90
1.0mm SHALL BE APPLIED.

405

405
645
525

865

525

645
525
4@60

(EXAMPLE)

40 60
100
40

40
100

40

40
C C
40

WH400

90
40
FILLER PLATE
40 70 40 50 150 50 40 70 70 40 35 130 35 40 70 70 40 35 70 140 70 35 40 70 70 40 40 80 160 80 40
50 50
50 150 50 250 40 220 40 300 65 220 65 350 CS
90 220 90 400
(TO APPLY UPPER COLUMN
SPLICE DETAIL ON
BOTTOM COLUMN)

D D
WH408 (HEA 400) MH294 (IPE 270) MH340 (IPE 330) MH390 (HEA 400) WH408
H-400x408x21x21 H-294x200x8x12 H-340x250x9x14 H-390x300x10x16
40 80 40

3. INDICATED EUROPEAN PROFILE SHALL BE

35 50 35
50
2PLs-20 2PLs-20 REFERRED TO H-3000-1330-101.
35
2PLs-16 2PLs-12

E E

50
35

32-M20 HSB
40-M20 HSB
16-M20 HSB PL-16
2PLs-30 PL-20 20-M20 HSB
30-M20 HSB
2PLs-10 24-M20 HSB 2PLs-10 PL-12 32-M20 HSB 2PLs-10

40
18-M20 HSB PL-12

90
40

40

40
F F

100
60 5 60 60 40

40 60 60 5 60 60 40

40 60 60 5 60 60 40

100 100 5 100 100

40
4@60

4@60

100
=240 5 =240

=240 5 =240

4@60

100 40 40 100
=240 5 =240

100 5 100
60 40 40 60

60 40 40 60

60 40 40 60
60 40 40 60
40 40

40 40

60 5 60
645

645

40 40

90 90
405

525

645
525

525

865
4@60

4@60

4@60
40 60

100
40

100
40

40

40

90
40
40 70 70 40 40 80 160 80 40 3@70
G 40 70 70 40 35 130 35 40 70 70 40 50 150 50 40 =210 40 35 130 35 G
50 50
90 220 90 4 400 4 37 220 37 200 60 220 60 250 50 290 50 300

MH488 (HEA 500) MH588 (HEA 600)

H H
H-488x300x11x18 H-588x300x12x20
35 50 35

35 50 35

2PLs-20 2PLs-22 2 18/08/17 FOR CONSTRUCTION Y.T M.K M.O

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
32-M20 HSB 32-M20 HSB REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

2PLs-10 PL-20 36-M20 HSB 2PLs-12 PL-22

30-M20 HSB

SONATRACH
40

40
90

90

DIVISION PRODUCTION
100

100
100 100 5 100 100

100 100 5 100 100

40
40

100

100
100 40 40 100

100 40 40 100
60 40 40 60
100 5 100

100 5 100
60 40 40 60
60 5 60

60 5 60

OWNER: SONATRACH
90 90

70 70
405

405
865

865

J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
100

100
40
40
D-3000-1330-036

100

100

TITLE:
90

90
40

40

4@70 5@70
STANDARD DETAILS FOR
40 =280 40 35 130 35 40 =350 40 35 130 35 CS CONNECTION
50 50 50 50
300 79 430 79 300
64 360 64

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-036
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN G 17
- 2 0
U
18-A
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
WH150 (HEB 140) WH175 (HEB 160) WH200 (HEB 200) WH250 (HEB 240) WH300 (HEB 300) SH700 (HEA700)
H-150x150x7x10 H-175x175x7.5x11 H-200x200x8x12 H-250x250x9x14 H-300x300x10x15 H-700x300x13x24
A 400 A
100 200 100
400
330 330 380 330
125 150 125
50 230 50 50 230 50 60 260 60 105 120 105

60

105
BP-30
50

50
BP-16 BP-16 BP-20 BP-25 BP-35

300
125
B B

400

150
330

120
380
330

230

330

230

260

800

200
125
105
50

50
4-DIA30 HOLES FOR

60
4-DIA38 HOLES FOR
4-DIA26 HOLES FOR 4-DIA26 HOLES FOR M24 TYPE-S A.BOLTS

300
4-DIA30 HOLES FOR M30 TYPE-S A.BOLTS
M20 TYPE-S A.BOLTS M20 TYPE-S A.BOLTS (PJ=115)
M24 TYPE-S A.BOLTS (PJ=130)
(PJ=75) (PJ=75)
(PJ=115)
C C
4-DIA44 HOLES FOR
M36 TYPE-S A.BOLTS
(PJ=140)

D D
WH350 (HEA 360) WH400 (HEA 400) WH408 (HEA 400) MH194 (IPE 180) MH244 (IPE 240) SH800 (HEA 800)
H-350x350x12x19 H-400x400x13x21 H-400x408x21x21 H-194x150x6x9 H-244x175x7x11 H-800x300x14x26
400
450 500 500
100 200 100
220 250
125 200 125 150 200 150 150 200 150
E 60 100 60 65 120 65
E
BP-35 BP-35 BP-35

100
BP-35
150

150

85
BP-20
125

BP-25

350
200

200

200
450

500

500

320

120
270

100
F F

900

200
125

150

150

85

100
4-DIA26 HOLES FOR 4-DIA30 HOLES FOR
4-DIA44 HOLES FOR
4-DIA44 HOLES FOR 4-DIA44 HOLES FOR M20 TYPE-S A.BOLTS M24 TYPE-S A.BOLTS
M36 TYPE-S A.BOLTS (PJ=75)
M36 TYPE-S A.BOLTS M36 TYPE-S A.BOLTS (PJ=115)
(PJ=140)

350
(PJ=140) (PJ=140)

4-DIA44 HOLES FOR

G M36 TYPE-S A.BOLTS
G
(PJ=140)

MH294 (IPE 270) MH340 (IPE 330) MH390 (HEA 400) MH488 (HEA 500) MH588 (HEA 600) NOTES:
H 1. INDICATED EUROPEAN PROFILE SHALL BE H
H-294x200x8x12 H-340x250x9x14 H-390x300x10x16 H-488x300x11x18 H-588x300x12x20 REFERRED TO H-3000-1330-101.

400 400
300 350 400
100 200 100 100 200 100
75 150 75 100 150 100 100 200 100
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
B 08/05/17 FOR APPROVAL Y.T T.M M.O
BP-30 BP-35 BP-35 BP-35

250
BP-30 A 06/04/17 FOR APPROVAL Y.T T.M M.O
I I
200
150

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

150
125

SONATRACH
500

600

700
400

150

450

150

200
200

200

DIVISION PRODUCTION
125
SIZE

150

150

200

250
4-DIA38 HOLES FOR OWNER: SONATRACH
J 4-DIA38 HOLES FOR
4-DIA44 HOLES FOR J
M30 TYPE-S A.BOLTS
M30 TYPE-S A.BOLTS PROJECT: HASSI R'MEL BOOSTING PHASE III
(PJ=130) M36 TYPE-S A.BOLTS 4-DIA44 HOLES FOR
(PJ=130)
(PJ=140) 4-DIA44 HOLES FOR
D-3000-1330-037

M36 TYPE-S A.BOLTS

(PJ=140) M36 TYPE-S A.BOLTS TITLE:
(PJ=140)
STANDARD DETAILS FOR
BP CONNECTION
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-037
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
WH250 (HEB 240) WH300 (HEB 300) WH350 (HEA 360) WH400 (HEA 400) WH408 (HEA 400) NOTES:

H-250x250x9x14 H-300x300x10x15 H-350x350x12x19 H-400x400x13x21 H-400x408x21x21 1. ADDITIONAL DETAILS (TYP)

A 500 500
A
450
400
330 150 200 150 150 200 150
125 200 125
125 150 125
105 120 105

BP-35 BP-35 BP-35

105

BP-30

150

150
BP-25

125
125
B B

200

200

200
450

500

500
400

150
330

120

STIFF PL-20 STIFF PL-20 STIFF PL-20

STIFF PL-12 STIFF PL-16

125
125

150

150
105

4-DIA30 HOLES FOR 4-DIA38 HOLES FOR 4-DIA44 HOLES FOR 15

M24 TYPE-S A.BOLTS 4-DIA44 HOLES FOR 4-DIA44 HOLES FOR
M30 TYPE-S A.BOLTS M36 TYPE-S A.BOLTS
(PJ=115) (PJ=130) (PJ=140) M36 TYPE-S A.BOLTS M36 TYPE-S A.BOLTS
(PJ=140) (PJ=140)

C C

15
350

350

350
300
250

2. INDICATED EUROPEAN PROFILE SHALL BE

REFERRED TO H-3000-1330-101.

D D
MH244 (IPE 240) MH294 (IPE 270) MH340 (IPE 330) MH390 (HEA 400) MH488 (HEA 500)
H-244x175x7x11 H-294x200x8x12 H-340x250x9x14 H-390x300x10x16 H-488x300x11x18
400
300 350 400
250 100 200 100
75 150 75 100 150 100 100 200 100
E 65 120 65
E
BP-30 BP-35 BP-35
100

200
BP-25

150
BP-30

150
125

500

600
320

120

400

150

450

150

200

200
F STIFF PL-12 STIFF PL-12 STIFF PL-16 STIFF PL-20 STIFF PL-20 F
125

150

150

200
100

4-DIA30 HOLES FOR 4-DIA38 HOLES FOR

4-DIA38 HOLES FOR
M24 TYPE-S A.BOLTS M30 TYPE-S A.BOLTS 4-DIA44 HOLES FOR
(PJ=115) M30 TYPE-S A.BOLTS 4-DIA44 HOLES FOR
(PJ=130) M36 TYPE-S A.BOLTS
(PJ=130)
(PJ=140) M36 TYPE-S A.BOLTS
(PJ=140)

G G
250

250

300

300
200

MH588 (HEA 600) SH700 (HEA 700) SH800 (HEA 800)

H H
H-588x300x12x20 H-700x300x13x24 H-800x300x14x26
400 400 400

100 200 100 100 200 100 100 200 100

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

B 08/05/17 FOR APPROVAL Y.T T.M M.O
350

A 06/04/17 FOR APPROVAL Y.T T.M M.O

I I
300

BP-35 BP-35 BP-35

250

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
700

800

900
200

200

200

DIVISION PRODUCTION
SIZE

STIFF PL-20 STIFF PL-20 STIFF PL-20

OWNER: SONATRACH
250

J J
300

4-DIA44 HOLES FOR 4-DIA44 HOLES FOR 4-DIA44 HOLES FOR

350

M36 TYPE-S A.BOLTS M36 TYPE-S A.BOLTS M36 TYPE-S A.BOLTS PROJECT: HASSI R'MEL BOOSTING PHASE III
(PJ=140) (PJ=140) (PJ=140)
D-3000-1330-038

TITLE:

STANDARD DETAILS FOR

BPS CONNECTION
CONTRACTOR'S DOCUMENT NO.

300

300

300

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-038
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1. ADDITIONAL DETAILS (TYP)

A A
P114 (P114.3) P165 (P165.2) P219 (P216.3)
45DEG
DIA114 x 6.0 DIA168 x 8.0 DIA219 x 8.0

450
380 45DEG
60 165 165 60
330 60 260 60
B 45DEG
B
60 210 60

60

60
60

H
165
380

260

450
330

210

10

165
(TYP) 45DEG
C C

60
60

BP-30 22.5DEG

60
BP-25
BP-35
4-DIA30 HOLES FOR 22.5DEG
4-DIA30 HOLES FOR
M24 TYPE-S A.BOLTS 45DEG
M24 TYPE-S A.BOLTS 8-DIA38 HOLES FOR
(PJ=115)
(PJ=115) M30 TYPE-S A.BOLTS
(PJ=130)
45DEG
D D
25

P273 (P267.4) P325 (P318.5) P355 (P355.6)

DIA273 x 8.0 DIA324 x 8.0 DIA355 x 8.0

H
25
E 520
550 580 E
DETAIL OF STIFFENER PLATE
60 215 215 60 60 230 230 60
60 200 200 60

60
STIFF PL-10 STIFF PL-10 STIFF PL-10 2. INDICATED EUROPEAN PROFILE SHALL BE

60
H=200 H=200 H=250
60

REFERRED TO H-3000-1330-101.

230
215
200

F F
520

550

580
200

215

230
60

60

BP-35 BP-40

60
BP-40
8-DIA38 HOLES FOR 8-DIA44 HOLES FOR
G M30 TYPE-S A.BOLTS M36 TYPE-S A.BOLTS
G
8-DIA44 HOLES FOR
(PJ=130) (PJ=140)
M36 TYPE-S A.BOLTS
(PJ=140)

P406 (P406.4)
DIA406x10.0
H H
630

60 255 255 60

STIFF PL-12 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

60

H=250 B 08/05/17 FOR APPROVAL Y.T T.M M.O

A 06/04/17 FOR APPROVAL Y.T T.M M.O
I I
255

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

630

SONATRACH
255

DIVISION PRODUCTION
SIZE

60

OWNER: SONATRACH
J J
BP-45 PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-039

TITLE:
8-DIA44 HOLES FOR
M36 TYPE-S A.BOLTS
(PJ=140) STANDARD DETAILS FOR
BPF CONNECTION
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-039
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1. THE GROUT MATERIAL IN THE BOXOUT SHALL BE USED

A FILLED BY THE SAME AS THE GROUT APPLIED UNDER A
THE BASE PLATE.

2. SHEAR CAPACITIES SHOWN IN THIS DRAWING IS ON

THE CONDITION THAT SUFFICIENT REINFORCEMENT IS
PROVIDED.
REINFORCEMENT AND CLOSE TIES SHALL BE INDICATED
ON THE DETAIL DRAWINGS.

3. WELD TYPE SHALL BE FILLET UNLESS NOTED

OTHERWISE. SEE TABLE 1.
B B

REFER TO DRAWING D-3000-1330-037

FOR BP CONNECTION

C C
COLUMN BASE (CONNECTION TYPE BP)

W
t S
NOTE 3
S
TABLE 1
D D
WELD FACTORED STD. BASE PLATE
BOX CAPACITY OF CONNECTION SHEAR
COLUMN SIZE OUT W H t D L
=

SHEAR LUG CAPACITY

TYPE FILLET. PJP (KN)
(KN)
S TYPE
W
t

WH250 2 170 150 20 160 270 12 - 230 150

A
-
=

WH300 1 220 190 30 200 320 - A 400 250

E E
WH350 1 250 215 35 225 350 - B 520 390

WH400 1 250 215 35 225 350 - B 520 390

SHEAR LUG
WH408 1 250 215 35 225 350 - B 520 390

MH244 2 170 150 20 160 270 12 - 230 150

MH294 1 220 190 30 200 320 - A 400 250

F F
MH340 1 220 190 30 200 320 - A 400 250

MH390 1 250 215 35 225 350 - B 520 390

25

MH488 1 250 215 35 225 350 - B 520 390

MH588 1 250 215 35 225 350 - B 520 390

H

SH700 1 250 215 35 225 350 - B 520 390

G G
SH800 1 250 215 35 225 350 - B 520 390

S TYP.
L (NOTE 3)
S

SECTION A
-
H H
SHEAR LUG
12 15

12 15

TYPE 1 TYPE 2 12 15 0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

12 15 B 08/05/17 FOR APPROVAL Y.T T.M M.O
50 L 50 50 L 50 A 03/04/17 FOR APPROVAL Y.T T.M M.O
I I
PJP TYPE-A PJP TYPE-B REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
PEDESTAL EDGE PEDESTAL EDGE

SONATRACH
50

50
50

50

DIVISION PRODUCTION
L

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
50

50
50

50
D-3000-1330-041

TITLE:

STANDARD DETAILS FOR

50 50 50 50 BPK CONNECTION

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

BOX OUT OF SHEAR LUG 0-7577-20 D-3000-1330-041
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTATION "EJ" (BEAMS W/O FP) NOTES:

1. SEE TABLE 1 FOR STUB AND DIMENSION "G" "H" "B"

AND PLATE THICKNESS "T3","T4".
SEAL WELD ((100)) ((100))
A (TYP) 185 40 185 40 A
2. WHERE SPECIFIED AS "NOTE 2" ON THIS DWG,
STEEL CORNERS SHALL BE GROUND AS BELOW.
PL-T1 TF PL-T1 TF

ROUNDED R=5

3. DIMENSION IN (( )) SHALL BE APPLIED ONLY

WHERE THE COLUMN IS NOT FIREPROOFED.

B 4. SEAL PLATE (PL-6) SHALL BE WELDED AFTER B

ERECTION BEFORE FIRE PROOFING.

3 SIDES 5. SCOPE OF SUPPLY FOR EXP JT ELEMENTS.

ALL THE LOOSE PIECES NOT WELDED TO THE COLUMN
AT SHOP SHALL BE SUPPLIED AS BEAM SIDE
ELEMENTS.
SECTION A SECTION D
- -
C C
305 ((220)) 80
SEAL WELD
305 ((220)) 80
(TYP) 60 CTC
2-DIA 22x60 CTC SLOT HOLES (PL-T3 SIDE) 2-DIA 22x60 CTC SLOT HOLES (STUB SIDE)
TYP 60 CTC
2-DIA 22 HOLES (BEAM FLG SIDE) 2-DIA 22 HOLES (BEAM FLG SIDE)
FOR M20 HSB WITH DOUBLE NUTS FOR M20 HSB WITH DOUBLE NUTS
IN SNUG TIGHT CONDITION IN SNUG TIGHT CONDITION
R=

R=
11

11
D EQ
D
22

22
(NOTE 1)

(NOTE 1)

(NOTE 1)
G

G
B
EQ

(TYP)
5
3 SIDES

SEAL WELD
E (TYP) E
SECTION B
- SECTION E
-

2-DIA 22x60 CTC SLOT HOLES (WEB SIDE)

2-DIA 22x60 CTC SLOT HOLES (WEB SIDE) 2-DIA 22 HOLES (SPLICE PLATE SIDE)
2-DIA 22 HOLES (SPLICE PLATE SIDE) FOR M20 HSB WITH DOUBLE NUTS
FOR M20 HSB WITH DOUBLE NUTS IN SNUG TIGHT CONDITION
F 280
IN SNUG TIGHT CONDITION
280 SPLICE PLATE F
2PL-10
404040 80 80 SPLICE PLATE 404040 80 80
2PL-10
2-M20 HSB 60 CTC 2-M20 HSB NOTE 2 60 CTC

TF
D
TF

NOTE 2
50

50
A
-
40

40
- PL-T2 TW
PL-T2 TW
E
160

160
80

80
B
FP OR LFP - -
G G
R=

R=
22

22
PL-T3
40

40
11

11
(NOTE 1)

TW
H (NOTE 1)

TW
PL-T3 NOTE 2 NOTE 2
(NOTE 1) FP OR LFP

TYP
H H
PL-T4 (NOTE 1) SEAL WELD
(TYP)
PL-T3
(NOTE 1) STUB (NOTE 1)
385 ((300)) 385 ((300))
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SEAL WELD
(TYP)
SONATRACH
DIVISION PRODUCTION
TABLE 1
BEAM STUB G H B T3 T4 BEAM STUB G H B T3 T4
OWNER: SONATRACH
J MH194 WH200 90 200 200 12 10 SH250 WH200 80 200 200 12 10
J
MH244 WH200 90 200 200 12 10 SH300 WH200 90 200 200 12 10
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-042

MH294 WH200 120 200 200 12 10 SH350 WH200 90 200 200 12 10

TITLE:
MH340 WH250 120 250 250 16 10 SH400 WH250 120 250 250 16 10

MH390 WH300 120 300 300 16 10 SH450 WH250 120 250 250 16 10 STANDARD DETAILS FOR
MH488 WH300 120 300 300 16 10 SH500 WH300 120 300 250 16 10 EJ CONNECTION (1/2)
MH588 WH300 120 300 300 16 10 SH600 WH300 120 300 250 16 10

K WH250 WH250 120 250 250 16 10 JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
WH300 WH300 120 300 300 16 10 0-7577-20 D-3000-1330-042
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTATION "EJ" (BEAMS W/ FP) NOTES:

1. FOR NOTES, SEE D-3000-1330-042.

4-M20 HSB
A 25 SEAL WELD (TYP) 4-M20 HSB 25
SEAL WELD (TYP) A
(NOTE 1)
2-DIA 22x60 CTC SLOT HOLES (BEAM FLG SIDE) 2-DIA 22x60 CTC SLOT HOLES (BEAM FLG SIDE) G
2-DIA 22 HOLES (PL-12 SIDE) 2-DIA 22 HOLES (PL-12 SIDE) SEAL WELD
PL-12 FOR M20 HSB WITH DOUBLE NUTS PL-12 FOR M20 HSB WITH DOUBLE NUTS NOTE 4
IN SNUG TIGHT CONDITION IN SNUG TIGHT CONDITION

40
40

(NOTE 1)

(NOTE 1)
G
G
B B
40

40
FP WHERE SPECIFIED PL-12
60 CTC 60 CTC
ON DESIGN DWG

5
SEAL WELD
20

NOTE 4
SECTION D

5 OFFSET
SECTION A -

(TYP)
-
C C
30

60 CTC 60 CTC

SEAL WELD TYP 2-DIA 22x60 CTC SLOT HOLES (STUB FLG SIDE)
PL-12 2-DIA 22x60 CTC SLOT HOLES (PL-T3 SIDE) 2-DIA 22 HOLES (B PL-16 SIDE)
(TYP) 2-DIA 22 HOLES (B PL-16 SIDE) FOR M20 HSB WITH DOUBLE NUTS

5 TYP
SEAL PL
FOR M20 HSB WITH DOUBLE NUTS IN SNUG TIGHT CONDITION
IN SNUG TIGHT CONDITION
PL-12

D FP WHERE SPECIFIED
D
AFTER BOLT TIGHTENING

(NOTE 1)
(NOTE 1)

(NOTE 1)

ON DESIGN DWG BEFORE FIRE PROOFING

G

G
B

B PL-16 B PL-16

SECTION C
E 10 180 10 10 180 10 - E
3 SIDES
SEAL WELD
SECTION B (TYP) SECTION E
- -

380

C
-
380 ((295))
C

F F
-

((295)) 285 95
285 95 ((200))
((200))

PL-12
PL-12

NOTE 2
NOTE 2 PL-12 D
PL-12 A -
40 50 50 40

-
40 50 50 40

G G
SEAL PL-6
SEAL PL-6
C180 (NOTE 4)
C180 (NOTE 4)
FP
FP
SEAL PL-6
SEAL PL-6 10
10 FP NOTE 2 (NOTE 4)
FP NOTE 2 (NOTE 4) PL-T3 FP
FP
H (NOTE 1) H
E

80
B
80

-
-
NOTE 2
(NOTE 1)

NOTE 2
STUB (NOTE 1)
H

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

T4 (NOTE 1)
C180 B 08/05/17 FOR APPROVAL Y.T T.M M.O
C180 A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
T3 (NOTE 1)
T3 (NOTE 1)

SEAL WELD SONATRACH

(TYP) FP
FP
DIVISION PRODUCTION

185 100 100 30

185 100 100 30 ((100))
OWNER: SONATRACH
J ((100)) J
415 PROJECT: HASSI R'MEL BOOSTING PHASE III
415
((330))
D-3000-1330-043

((330)) TITLE:

STANDARD DETAILS FOR

EJ CONNECTION (2/2)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-043
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LOWER COLUMN UPPER COLUMN LOWER COLUMN UPPER COLUMN NOTES:

WH300 (HEB 300) WH250 (HEB 240) WH350 (HEA 360) WH300 (HEB 300) 1. FCJ LOCATION

A H-300x300x10x15 H-250x250x9x14 H-350x350x12x19 H-300x300x10x15 A

35
50 50

50
2 PLs-16
2 PLs-12

35

5 CL
FCJ

B B
32-M20 HSB
PL-16
PL-12
20-M20 HSB
2 PLs-12 2 PLs-12
16-M20 HSB
18-M20 HSB

40

90
3@100=300
4@60=240 40

3@100=300
2. INDICATED EUROPEAN PROFILE SHALL BE
5 60 60 60 40

C REFERRED TO H-3000-1330-101. C

5 60 60 40

90 5 90

40 40
40 40

40 40
40 40

405
525

645

865
5

5
40 60 60 60

40 60 60
40 4@60=240

3@100=300
3@100=300
D D

90
40
40 70 40 50 150 50 40 70 70 40 35 50 130 50 35

75 150 75 250 65 220 65 300

E E
MARK :FILLER PLATES MARK :FILLER PLATES

LOWER COLUMN UPPER COLUMN LOWER COLUMN UPPER COLUMN

WH400 (HEA 400) WH350 (HEA 360) WH408 (HEA 400) WH350 (HEA 360)
F
H-400x400x13x21 H-350x350x12x19 H-400x408x21x21 H-350x350x12x19 F
35

50 35

2 PLs-20
70

2 PLs-20
35

35

G G

2 PLs-16 PL-16 2 PLs-16 PL-16

40-M20 HSB 40-M20 HSB
18-M20 HSB 18-M20 HSB
4@60=240 40

4@60=240 40
60 60 40

5 60 60 40

H H
40 40

40 40

40 40

40
405

405
645

645
5

40
40 60 60

40 60 60
40 4@60=240

40 4@60=240

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
35 70 140 70 35 35 70 140 70 35
40 70 70 40 40 70 70 40
350 350
90 220 90 90 220 90 SONATRACH
DIVISION PRODUCTION
MARK :FILLER PLATES MARK :FILLER PLATES

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-044

TITLE:

STANDARD DETAILS FOR

CSU CONNECTION

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-044
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
C160 (UPN 160) C180 (UPN 180) C200 (UPN 200) C250 (UPN 240) NOTES:

OF EMB PL
C-160x63x6.5x10 C-180x68x7x10.5 C-200x75x9x11 C-250x78x7x12 1. THESE CONNECTIONS SHALL BE LINKED WITH

CTR
EMBEDDED PLATE TYPE V2 SHOWN ON

MIN
D-3000-1320-003.
A A

50

MIN
75
2. WHERE BOTH ENDS OF A BEAM ARE CONNECTING
100 100 100 G PL-10 100 G PL-10 WITH RC PORTION WITH USING EMBEDDED PLATE,
G PL-10

25
G PL-10 ONE END SHALL BE MADE AS
20 40 40 20 40 40 20 40 40 20 40 40 DETAIL 1 .
-
TOC TOC TOC TOC

MIN

MIN
MIN

MIN
70
60
40

25
40
3. INDICATED EUROPEAN PROFILE SHALL BE

75

75
75

40
75
40
50

50

50

50
REFERRED TO H-3000-1330-101.

110 50
B B

60
125

125

125

125
60

60 60
60
G PL

120

200
130
150

140

120
125

125

125

125
EMB PL

40

25
50

50

50

50
2-M20 HSB 2-M20 HSB 2-M20 HSB
FOR H-SHAPE
3-M20 HSB

OF EMB PL
V2 V2 V2 V2

CTR
15 15 15
C C

MIN
50
A
-

A
-

A
-

MIN
75
A
-

25
D D
SH200 (IPE 200) SH250 (IPE 240) SH300 (IPE 300)
H-200x100x5.5x8 H-250x125x6x9 H-300x150x6.5x9 G PL
EMB PL

FOR CHANNEL
100 100 100
G PL-10 G PL-10 SECTION A
E 20 40 40 20 40 40 20 40 40 G PL-10 E
-
TOC TOC TOC
MIN

MIN

MIN
30

25

50
75

75

75
40
40

40
185
50

50

50
125

125

125
45 70 70
140

60 60
60

200

60 60

200
125

125

125
40

F F
30

40
50

50

50
25

40
2-M20 HSB

50
3-M20 HSB
3-M20 HSB
V2 V2 V2

SLOT HOLES
ON GUSSET PLATE ONLY
A

A
-

22
G G

30 30

MH194 (IPE 180) MH244 (IPE 240) MH294 (IPE 270)

DETAIL 1
H-194x150x6x9 H-244x175x7x11 H-294x200x8x12 -
NOTE 2
H H

100 100 100

G PL-10 G PL-10 G PL-10
20 40 40 20 40 40 20 40 40
0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O
TOC TOC TOC B 08/05/17 FOR APPROVAL Y.T T.M M.O
52

47
MIN

MIN

MIN
27

A 29/03/17 FOR APPROVAL Y.T T.M M.O

75

75

75

I I
40

40
40
50

50

50

REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

125

125

125
140
60

140

60 60
60

200

SONATRACH
125

125

125
40

27

40

DIVISION PRODUCTION
40
50

50

50
52

2-M20 HSB
47

2-M20 HSB
3-M20 HSB
V2 V2 V2
OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-045

TITLE:
-

A
-

STANDARD DETAILS FOR

SSC CONNECTION

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-045
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
C160 (UPN 160) C180 (UPN 180) C200 (UPN 200) C250 (UPN 240) NOTES:

C-160x63x6.5x10 C-180x68x7x10.5 C-200x75x9x11 C-250x78x7x12 1. THESE CONNECTIONS SHALL BE LINKED WITH

EMBEDDED PLATE TYPE V2 AND V3 SHOWN ON
D-3000-1320-003.
A A
100 100 100 100
2. SEE NOTES 2 SHOWN ON D-3000-1330-045.
20 40 40 20 40 40 20 40 40 20 40 40
G PL-10 G PL-10 G PL-10 G PL-10
3. INDICATED EUROPEAN PROFILE SHALL BE

60
50

25
40

30
40

40
REFERRED TO H-3000-1330-101.

40
60

110

60

60 60
60

170
50

50

50

50
120

225
170
B B

160
125

125

125

125
150

95
125

125

125

125
2-M20 HSB 2-M20 HSB 2-M20 HSB 3-M20 HSB
50

50

50

50
15 15 15
V2 V2 V2 15 V2
A

A
-

A
-
C C
SH200 (IPE 200) SH250 (IPE 240) SH300 (IPE 300)
H-200x100x5.5x8 H-250x125x6x9 H-300x150x6.5x9
100 100 100

20 40 40 20 40 40 20 40 40
G PL-10
D G PL-10 G PL-10 D
30

25

50
40
40

40
60 60
60

170
50

50

50

60 60
225

250
B
125

125
150

150
-

95
B

220
125

125

2-M20 HSB
- B

150
3-M20 HSB -
E E
50

50

50
3-M20 HSB

V2 15 V2 15 V3
A

A
-

A
15

-
MH194 (IPE 180) MH244 (IPE 240) MH294 (IPE 270)
F F
H-194x150x6x9 H-244x175x7x11 H-294x200x8x12
100 100 100

20 40 40 20 40 40 20 40 40

G PL-10
G PL-10 G PL-10
27

52

47
40

40
40

G G
167
60
50

50

50

60 60
60

192

247
B
125

125
153

150
128

-
B

223
125

125

2-M20 HSB B
-
150

2-M20 HSB
-
50

50

50

3-M20 HSB

H V2 15 V2 15 V3 H
A

A
-

A
-

15

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

OF EMB PL

OF EMB PL
B 08/05/17 FOR APPROVAL Y.T T.M M.O
CTR

CTR

A 29/03/17 FOR APPROVAL Y.T T.M M.O

I I
HSB REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

R=
80

80
NOTE 2

10
60
SONATRACH

105
DIVISION PRODUCTION

OWNER: SONATRACH

5
=1
J J

R
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-046

G PL EMB PL G PL EMB PL TITLE:

FOR H-SHAPE FOR CHANNEL TYPICAL FIGURE OF GUSSET PLATE STANDARD DETAILS FOR
SSB CONNECTION
SECTION A SECTION B
- -
K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K
0-7577-20 D-3000-1330-046
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:
C120 (UPN 120) C160 (UPN 160) C180 (UPN 180) C200 (UPN 200)
1. THESE CONNECTIONS SHALL BE LINKED WITH
C-120x53x5.5x9 C-160x63x6.5x10 C-180x68x7x10.5 C-200x75x9x11 EMBEDDED PLATE TYPE V1 AND V2 SHOWN ON
D-3000-1320-003.
A A
2. INDICATED EUROPEAN PROFILE SHALL BE
REFERRED TO H-3000-1330-101.

TOC TOC TOC TOC

MIN

MIN

MIN

MIN
130

130

130

130
50

50

50

50
125

125
B B
150

150
50

50

125

125
50

50
V1 V1

A
-

-
-

-
V2 V2

C C

D D
OF EMB PL
CTR

E E
80

130
50

F F
EMB PL

FOR CHANNEL

G SECTION A
G
-

H H

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

B 08/05/17 FOR APPROVAL Y.T T.M M.O
A 29/03/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
DIVISION PRODUCTION

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-047

TITLE:

STANDARD DETAILS FOR

WMC CONNECTION

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-047
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN AY 17
- 2 0
29-M
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

1.NOTATIONS OF WING PLATES SHALL BE PPL-A,

WING PLATE A IS THE PLATE SIZE.

A A
TYPE GRATING OPENING SIZE
OPN
OPN (PLATE SIZE) (MM)
20 A 20
20 A 20 PPL-200 240
A/2 A/2
OPN A/2 A/2 PPL-250 290
75 75
20 A 20 PPL-300 340

B
-
A/2 A/2 PPL-350 390
B B
PPL-400 440
PL-16

20
PPL-450 490
PL-16 PL-16

20
20

PPL-500 540
6
6

A/2
6 PPL-550 590
A/2

A/2
PPL-600 640

OPN
OPN

A
A

OPN
PPL-650 690
C C

A
A/2
A/2

PPL-700 740

A/2
2.WHERE THE BEAM DEPTH (H) EXCEEDS 350MM,
STIFFENER PLATES SHALL BE MADE AS BELOW.
20

20
GRTG GRTG

20
GRTG

A
-
A
-

D D
PPL-200 ~ PPL-400 PPL-450 ~ PPL-700 WING PLATE AT BEAM INTERSECTION

A
A
A
15 STIF.PL-10

H > 350
300
E E

15
B < 50 TYP
B > 50 3 SIDES 6
= 3 SIDES 6 SEAL WELD
6 TYP
BEAM FLANGE
STIFF PL-10 WIDTH
STIFF PL-10

SEAL WELD(TYP) SEAL WELD(TYP) SS , SSL, SSD OR DS CONNECTION 3.WHERE THE DIMENSION "B" EXCEED 200MM,
GRATING SUPPORTS SHALL BE PROVIDED.

SECTION A SECTION B
F - - F

GRATING SUPPORT

G G
OPN OPN
20 A 20 20 A 20
OPN
A/2 A/2 A/2 A/2
20 A 20
BEARING BAR 75 75 75 75
A/2 A/2
DIRECTION (TYP)
C
-

GRATING SUPPORT
H H
C
-

FB-100x10 (L=125)
20

20

(TYP)
20

(NOTE 3)
C
B
A/2

SIMILAR
A/2

-
A/2

OPN

25 50
OPN

1 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

OPN
A

A
A

0 29/05/17 FOR CONSTRUCTION Y.T T.M M.O

50 75
A 17/04/17 FOR APPROVAL Y.T T.M M.O
A/2

I I
A/2

A/2

125 REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

20

6
SONATRACH
20

GRTG
20

GRTG GRTG
DIVISION PRODUCTION
SECTION
SIZE

C
-
PPL-400 PPL-450 ~ PPL-700 PPL-450 ~ PPL-700 OWNER: SONATRACH
J * NO GRATING SUPPORT IS REQUIRED * NO GRATING SUPPORT IS REQUIRED
J
PROJECT: HASSI R'MEL BOOSTING PHASE III
FOR PPL-200 ~ PPL-350 FOR PPL-200 TO PPL-400
D-3000-1330-048

TITLE:

STANDARD DETAILS FOR

PIPE SUPPORT BASE (PPL)
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-048
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:
C.LIN C.LIN C.LIN
C.LIN
1. PHILOSOPHY AND EXTENT OF PASSIVE FIREPROOFING SHALL BE
IN ACCORDANCE WITH S-3000-1241-201 AND D-3000-1241-201.
A A
2. SECTION DETAILS OF FIREPROOFING SHALL BE REFERED
TO D-3000-1330-050.

3. THE MINIMUM THICKNESS OF FIREPROOFING MATERIALS

FOR STRUCTURAL MEMBERS SHALL BE INSTALLED WITH
A THICKNESS TO PROVIDE A MINIMUM FIRE-RESISTANCE
RATING OF TWO (2) HOURS WHEN SUBJECTED TO A TEST
FP IS NOT APPLIED FURNACE ENVIRONMENT IN ACCORDANCE WITH UL 1709
B SPECIFIED EL OF TOP OF FP
OR AN EQUIVALENT FIRE EXPOSURE TEST PROCEDURE B
ACCEPTED BY CONTRACTOR.

4. FIREPROOFING MATERIAL TYPE SHALL BE LIGHTWEIGHT

CEMENTITIOUS.
THE SELECTION OF FIREPROOFING MATERIAL SHALL BE IN
ACCORDANCE WITH THE GUIDELINES DETAILED IN SECTION 7
OF API2218.

FP IS NOT APPLIED 5. FOR THE DETAIL OF EXPANSION JOINT, SEE STANDARD DWG
C FP IS NOT APPLIED
FP IS NOT APPLIED D-3000-1330-042 AND 043. C

6. FIREPROOFING SHALL NOT BE PROVIDED AROUND STEEL STRUCTURE

CONNECTION WITH SLOT HOLES.

FP IS NOT APPLIED
7. FP OR (FP) SHALL BE INDICATED IN EACH STEEL STRUCTURE
DRAWING.

D FP IS NOT APPLIED FP IS NOT APPLIED

8. FIRE SCENARIO ENVELOP MAP SHALL BE REFERRED TO D
D-3002-1241-201, D-3003-1241-201 AND D-3009-1241-201.

FP IS NOT APPLIED
E E
A
-
FP IS NOT APPLIED

F BRACING CONNECTION BEAM TO BEAM CONNECTION A SEC F

-
(ELEVATION) (PLAN)

FP IS NOT APPLIED
G G
FP IS NOT APPLIED

FP IS NOT APPLIED

H H
POST BASE PLATE AND BEAM TO BEAM CONNECTION
COLUMN BASE COLUMN SPLICE HANGER GUSSET PLATE BRACING
(ELEVATION) (PLAN)

0 18/08/17 FOR CONSTRUCTION Y.T M.K M.O

B 26/07/17 FOR APPROVAL Y.T T.M M.O
C.LIN C.LIN C.LIN A 31/05/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
DIVISION PRODUCTION

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-049

TITLE:

STANDARD DETAILS FOR

FIREPROOFING (1/2)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-049
EXPANSION JOINT (NOTE 5) PCWBS OWNER'S DOCUMENT NO. SCALE
COLUMN AND BEAM 0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN G 17
- 2 0
U
18-A
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NOTES:

H-SHAPE CONTOUR TYPE d > 200mm (NOTE4) 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
2. GENERAL NOTES OF FIREPROOFING SHALL REFER TO
A D-3000-1330-049. A
3. FASTENER AND METAL LATH SHALL BE AS PER MANUFACTURER
FASTENER METAL LATH (TYP) LIGHTWEIGHT CEMENTITIOUS STANDARD AND SUPPLIED BY SUBCONTRACTOR.
(MECHANICALLY FIREPROOFING,
FASTENED) CAULKING 4. FIREPROOFING INSTALLATION & ACTUAL DESIGN SHALL BE IN
CAULKING FASTENER SPRAY APPLIED (TYP)
(MECHANICALLY ACCORDANCE WITH RECOMMENDED METHOD BY MANUFACTURING.
FASTENED)
5. FP OR (FP) SHALL BE INDICATED IN STEEL STRUCTURE DWG.

B B
METAL LATH (TYP)

d
LIGHTWEIGHT CEMENTITIOUS

d
FIREPROOFING,

d
SPRAY APPLIED (TYP)
d

LIGHTWEIGHT CEMENTITIOUS
FIREPROOFING,
SPRAY APPLIED (TYP)

C C
METAL LATH (TYP) FASTENER LIGHTWEIGHT CEMENTITIOUS
(MECHANICALLY FIREPROOFING,
FASTENED) SPRAY APPLIED (TYP)
FASTENER
METAL LATH (TYP)
(MECHANICALLY
FASTENED)
FP (NOTE 5) (FP) (NOTE 5)
FP (NOTE 5) (FP) (NOTE 5)

D D

CHANNEL (NOTE4) TEE (NOTE4) ANGLE (NOTE4)

E FASTENER
E
FASTENER METAL LATH (TYP) METAL LATH (TYP)
(MECHANICALLY CAULKING (MECHANICALLY
FASTENED) FASTENED)

LIGHTWEIGHT CEMENTITIOUS LIGHTWEIGHT CEMENTITIOUS

FIREPROOFING, FIREPROOFING,
SPRAY APPLIED (TYP) SPRAY APPLIED (TYP)

LIGHTWEIGHT CEMENTITIOUS
F FIREPROOFING, F
SPRAY APPLIED (TYP)
d

FASTENER
(MECHANICALLY METAL LATH (TYP)
G LIGHTWEIGHT CEMENTITIOUS
FIREPROOFING,
FASTENED) G
SPRAY APPLIED (TYP)

FASTENER
(MECHANICALLY METAL LATH (TYP)
FASTENED)
FP (NOTE 5) (FP) (NOTE 5) FP (NOTE 5) FP (NOTE 5)
H H

TYPICAL COLUMN ELEVATION TYPICAL COLUMN ELEVATION

PIPE (NOTE 4)
BASE PLATE FIREPROOFING TOP OF FIREPROOFING ON COLUMN

TOP SURFACE TROWELLED 0 18/08/17 FOR CONSTRUCTION Y.T M.K M.O

TO GIVE 1:10 SLOPE FROM B 26/07/17 FOR APPROVAL Y.T T.M M.O
CENTERLINE (TO SHED WATER) A 31/05/17 FOR APPROVAL Y.T T.M M.O
CAULKING
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

x
WIRE MESH
SONATRACH
DIVISION PRODUCTION
x
x
TROWELLED FINISH TO
x
SIZE

GIVE 1:3 SLOPE (TYP)

x
x

OWNER: SONATRACH
x

J SPACERS J
x

PROJECT: HASSI R'MEL BOOSTING PHASE III

x
x

x
D-3000-1330-050

x
LIGHTWEIGHT CEMENTITIOUS x

FIREPROOFING, TITLE:
SPRAY APPLIED (TYP)
STANDARD DETAILS FOR
FIREPROOFING (2/2)
CONTRACTOR'S DOCUMENT NO.

FP (NOTE 5)

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

FOUNDATION PEDESTAL 0-7577-20 D-3000-1330-050
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN G 17
- 2 0
U
18-A
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SH250 (IPE240) SH300 (IPE300) SH350 (IPE330) SH400 (IPE400) NOTES:
H-250x125x6x9 H-300x150x6.5x9 H-350x175x7x11 H-400x200x8x13
1. WHERE A COUPLE OF BEAMS WITH DIFFERENT WEB THICKNESS ARE CONNECTED 4. ERECTION SEQUENCE FOR DOUBLE SIDED
TO A BEAM WEB AT OPPOSITE SIDES, PROVIDE SHORT SLOTTED HOLES ON ANGLE SL CONNECTIONS SHALL BE AS BELOW.
(BEAM TO BEAM)
A OUTSTANDING LEGS AT THE SMALLER MEMBER IF THE DIFFERENCE CAN NOT
TO BE TAKEN UP IN NORMAL CLEARANCE HOLE.
A
1 FIRST BEAM ERECTION
22 DIA x 26
SHORT SLOTTED HOLES

60 60 60 60
60 tw 60 60 tw 60 60 tw 60 60 tw 60
2-M20 HSB 3-M20 HSB 3-M20 HSB 4-M20 HSB B

22
-

90

90
90

90

40
40

40 70 70 40

40
B B
40

40 70 40

40

40 70 70 40
- 26

150

70 70
70

70 70

220
220

3@70
3@70
FIRST BEAM
40

290
40
40

40
40
4-M20 HSB
2Ls-100x10
6-M20 HSB 6-M20 HSB
W 2Ls-100x10 2Ls-100x10 WHERE BOLTS FOR THE BIGGER BEAM
8-M20 HSB ARE UNSUITABLY POSITIONED. 2 SECOND BEAM ERECTION
W 2Ls-100x10 THE BOTTOM FLANGE OF SMALLER BEAM
SHALL BE CHAMFERED AS SHOWN IN SECTION A.
C W W C

CHAMFERED TO 22 DIA x 26
CLEAR BOLT 2 SHORT SLOTTED HOLES
1

SECOND BEAM

20
D D
SH450 (IPE450) SH500 (IPE500) SH600 (IPE600)
H-450x200x9x14 H-500x200x10x16 H-600x200x11x17 SECTION A SECTION B
- -
2. TYPICAL DETAILS.

15 C

E E

dc1

dc1
60 60 60
60 tw 60 60 tw 60 60 tw 60
5-M20 HSB 5-M20 HSB 7-M20 HSB R=15 R=15
90

90

90
40

40

40

40

40

40

dc2
4@70

4@70

4@70

4@70

F F
360

360

W W

6@70

6@70

500
SINGLE COPE DOUBLE COPES
40

40

40

40

COPE LENGTH "C"

BEAM SIZE COPE DEPTH (mm) W C

40

40
10-M20 HSB 10-M20 HSB
2Ls-100x10 2Ls-100x10 OTHER THAN BELOW dc1,dc2=50
125 55
SH300 dc1=50,dc2=30
W 150 70
14-M20 HSB SH450 dc1=50,dc2=40
2Ls-100x10 175 80
G W MH244 dc1=50,dc2=44
200 95
G
W MH294 dc1=50,dc2=24
250 120
WH300 dc1=50,dc2=30
300 140

3. INDICATED EUROPEAN PROFILE SHALL BE REFERRED TO H-3000-1330-101.

H H

0 18/07/17 FOR CONSTRUCTION Y.T T.M M.O

A 29/06/17 FOR APPROVAL Y.T T.M M.O
I I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D

SONATRACH
DIVISION PRODUCTION
SIZE

OWNER: SONATRACH
J J
PROJECT: HASSI R'MEL BOOSTING PHASE III
D-3000-1330-051

TITLE:

STANDARD DETAILS FOR

SL CONNECTION (1/2)
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-051
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
MH244 (IPE240) MH294 (IPE270) MH340 (IPE330) MH390 (HEA400) NOTES:
H-244x175x7x11 H-294x200x8x12 H-340x250x9x14 H-390x300x10x16 1. NOTES FOR SL CONNECTIONS, SEE STANDARD DETAILS FOR
SL CONNECTION D-3000-1330-051.

A 2. INDICATED EUROPEAN PROFILE SHALL BE

REFERRED TO H-3000-1330-101.
A

60 60 60 60
60 tw 60 60 tw 60 60 tw 60 60 tw 60
2-M20 HSB 3-M20 HSB 3-M20 HSB 4-M20 HSB

90

90

90

90
B B
40

40 70 40

40

40 70 70 40

40

40 70 70 40

40

40
150
70

70 70

70 70
220

220

3@70

3@70
40

290
40

40

40

40
4-M20 HSB
2Ls-100x10
6-M20 HSB 6-M20 HSB
W 2Ls-100x10 2Ls-100x10
8-M20 HSB
W 2Ls-100x10

C W W C

D D
MH488 (HEA500) MH588 (HEA600) SH700 (HEA700) SH800 (HEA800)
H-488x300x11x18 H-588x300x12x20 H-700x300x13x24 H-800x300x14x26

60 60 60 60
60 tw 60 60 tw 60 60 tw 60 60 tw 60
E 5-M20 HSB 6-M20 HSB 8-M20 HSB 9-M20 HSB
E
90

90

90

90
40

40

40

40

40

40

40

40
4@70

4@70

360

5@70

5@70

430

7@70

7@70

570
F F

8@70

8@70

640
40

40

40

40

10-M20 HSB
2Ls-100x10

40

40
12-M20 HSB
2Ls-100x10

40

40
W 16-M20 HSB
2Ls-100x10
W 18-M20 HSB
G 2Ls-100x10 G
W

WH250 (HEB240) WH300 (HEB300)

H H-250x250x9x14 H-300x300x10x15 H

60 60
60 tw 60 60 tw 60 0 18/07/17 FOR CONSTRUCTION Y.T T.M M.O
3-M20 HSB A 29/06/17 FOR APPROVAL Y.T T.M M.O
I 2-M20 HSB I
REV. DATE ISSUE PURPOSE PREP'D CHK'D APP'D
90

90
40

40 70 40

40

40 70 70 40

SONATRACH
150

70
70

220
40

70

DIVISION PRODUCTION
40
SIZE

4-M20 HSB
2Ls-100x10 OWNER: SONATRACH
6-M20 HSB
J W 2Ls-100x10 J
PROJECT: HASSI R'MEL BOOSTING PHASE III
W
D-3000-1330-052

TITLE:

STANDARD DETAILS FOR

SL CONNECTION (2/2)
CONTRACTOR'S DOCUMENT NO.

K JOB CODE CONTRACTOR'S DOCUMENT NO. SIZE K

0-7577-20 D-3000-1330-052
PCWBS OWNER'S DOCUMENT NO. SCALE
0000 NONE

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
D R
IN L- 7
2 0 1
19-JU
1/1