RFI #152 amazonaws com
RFI #152 W. L. Butler Construction, Inc. 3 Mason Irvine, California 92618 Phone: (949) 587-2200 Fax: (949) 587-9087
Project: 25465 - 777 South Aviation Boulevard Core & Shell 777 South Aviation Boulevard El Segundo, California 90245
Roof Beam Splice Proposal TO:
Susan Bartley (Skidmore Owings & Merrill LLP) Mailstop 555 West 5th Street, 29th Floor Los Angeles, California 90013
FROM:
Sara Mengesha (W. L. Butler Construction, Inc.) 3 Mason Irvine, California 92618
DATE INITIATED:
09/13/ 2016
STATUS:
Open
LOCATION:
777 Aviation
DUE DATE:
09/19/2016
REFERENCE:
GEM RFI 87
COST CODE: COST IMPACT:
TBD
SCHEDULE IMPACT: TBD
DRAWING NUMBER: E1001
SPEC SECTION:
LINKED DRAWINGS: RECEIVED FROM:
Wayne Johnson (Golden Empire Manufacturing, Inc. dba G)
COPIES TO: Chet Anderson (Golden Empire Manufacturing, Inc. dba G), Susan Bartley (Skidmore Owings & Merrill LLP), Craig Chamberlain (Nishkian Chamberlain), Elizabeth Claassen (Nishkian Chamberlain), Perry Clouse (Diversified Metal Works), Brittany Crail (W. L. Butler Construction, Inc.), Josh Dillon (W. L. Butler Construction, Inc.), Andrew Estrin (W. L. Butler Construction, Inc.), Josh Ferguson (Diversified Metal Works), Justin Ferguson (Diversified Metal Works), Yassine Hmina (W. L. Butler Construction, Inc.), Wayne Johnson (Golden Empire Manufacturing, Inc. dba G), Alex Knowles (Skidmore Owings & Merrill LLP), Kin Lee (Skidmore Owings & Merrill LLP), Chris Martin (W. L. Butler Construction, Inc.), Sara Mengesha (W. L. Butler Construction, Inc.), Corey Nelson (Golden Empire Manufacturing, Inc. dba G), Rick S (Diversified Metal Works), Luis Torres (W. L. Butler Construction, Inc.)
Question from Sara Mengesha (W. L. Butler Construction, Inc.) at 11:16 AM on 09/13/2016 Q1: Roof beams 1110A, 1111A and 1116A shown on E1001 (attached) need to be spliced due to the limited access from shoring supports. Please confirm if our steel supplier can use the weld procedure from the W. L. Butler Construction, Inc. RFI 124 response for the splicing of the roof beams. Otherwise, please provide an approved splice detail. Please see attached for more details. Attachments: RFI 152 - Roof Beam Splice Proposal - For Response.pdf
All Replies: Nishkian Response: Nishkian takes no exception to the proposed method of construction.
Nishkian Chamberlain - Elizabeth Claassen BY
W. L. Butler Construction, Inc.
09/14/2016
DATE
COPIES TO
Page 1 of 1
Printed On: 09/14/2016 10:33 AM
Request for Information Page 1/1
777 Aviation Sent:
12/Sep/16
RFI: 87
Rev: 0
Roof Beam Splice Proposal
From:
Wayne Johnson
Job number:
GEM Buildings
Area:
1025 N. Watery Lane
GC reference:
Brigham City UT 84302
Detailer reference:
435-538-5476
Customer project:
[email protected]
Sequences:
16019
E1001
Please respond by: 15/Sep/16
To:
Brittany Crail
Cc:
Andrew Estrin
Reference documents: Drawing / Revision GEM RFI 87 Markup
Question: Roof beams 1110A, 1111A and 1116A show on E1001 ( attached ), need to be spliced due to limited access from shoring supports. Please confirm that we can use the weld procedure from W.L. Butler RFI 124 Response for this splice. If not please provide an approved splice detail. Cost Impacts - TBD
Report generated by FabTrol Systems, Inc. Eugene Oregon - Copyright 2010-2016 All rights reserved.
Schedule Impacts - TBD
Printed: 12/Sep/16 16:59:44
EL. 42'-512 9'-8
9'-7
9'-7
FIELD VERIFY
(E) W10X49
(E) W10X49
E
(E) W18X97
10'-8
(E) W10X49
8'-0
(E) 30WF190 EL.42'-634
9'-9
9'-8
3'-1112 7'-334
7'-334
EL.42'-612
EL.42'-612
1097A W12X19
H
EL. 42'-512
EL. 42'-41316
EL.42'-712 EL.42'-678
E1004
1116A W27X84
R
12'-0 16'-7
(E) W10X54 EL. 42'-512 DET. 7
14
PL12"x7 316 MK; 1316A FIELD VERIFY
W27X84 (E)BEAM
W10X54 (E)COLUMN
FIELD VERIFY
D
PLEASE VERIFY
TYP. SIM EL. 42'-7116
1117A W12X19 EL. 42'-5916
2
DETAIL 7
EL.42'-6116
4'-2 EL.42'-41316
A B
TM
18
STIFF_PLATE PL38"x4 34 1320A
EL.42'-618
4'-0 1118A W12X19
*
*
TYP.
12'-0
1077A W12X19
D E1004
8'-0
(E) W27X84 1097A 1077A W12X19 W12X19
(E) BEAM
1084A W12X19
4'-7
5'-11
1096A W12X19
(E) W18X76
SLOPE
1077A W12X19
14'-712
DETAIL 6
PL38"x4 34 MK; 1320A
12'-0
(E) W18X76
EL.42'-812
EL.42'-712
(E) W24X76
(E) W24X76
1078A W12X19
LOC. OF (E)
3
BUILDINGS
1107A W16X45
EL.+42'-7116
(E) W27X84 (E) W27X84 (E) W27X84
1106A 1109A W12X19 W12X19
(E) W27X84
1104A W12X19 (E) W21X55
H E1004
1108A W16X45
19'-5
16'-0 (E) W27X84 (E) W27X84
EL.42'-778
PL12"x8 14 MK; 1318A
W10X49 (E)COLUMN
(E) W10X54
1206A HSS9.625X0.375
STR-5(E) RG-38
48'-0
EL. 42'-41316
E1003
8'-0 PLEASE VERIFY
STR-6(E) RG-46
*
1103A W12X19
PL12"x7 316 MK; 1317A
DET. 4
(E) PFB-6 (E) W10X49
1114A W12X19
1112A W12X19
E1002
EL.42'-712 1067A W12X19
1063A W12X19
1111A W30X90
1084A W12X19
1077A W12X19
*
EL.42'-512
(E) W27X84
E1004
EL.42'-558
D
1051A W12X19
10'-0
1100A W12X19
C
(E) W24X76
W18X55
(E) RG-44
30'-9316
W14X30
1067A W12X19
1085A W12X19
1078A W12X19
(E) W27X84
1110A W30X90 EL.42'-8316
8'-1
(E) W18X76
1069A W12X19
EL.42'-812
(E) W14X30
*
(E) W14X30
1205A HSS9.625X0.375 (E) PFB-4
1062A W12X19 EL.42'-812
10'-7
(E) W24X76
1065A W12X19
(E) W24X76
B.6
(E) PFB-1 MK; 1319A
(E) W10X49 EL. 42'-512
STEEL FRAMING PLAN @ ROOF LEVEL REF.DWG.:S2.4.0
ROOF FRAMING PLAN
10'-7
R
(E) 1115A W12X19
8'-0
*
EL.42'-634
PL12"x8 14
EL.42'-912
(E) 1113A W12X19
8'-0 16'-0
E1002
EL.42'-81116
TITLE
8'-1
(E) W24X76 4'-0
STR-2(E) RB-24 EL.42'-812
DET. 6
(E) PFB-2
D
777 AVIATION
9'-958
(E) W10X54
EL.42'-81316
C
PL38"x4 34 MK; 1320A
1105A W12X19
FIELD VERIFY
12'-0
5'-918
DET. 3
(E) W14X30
10'-0
C
116;12
1101A W12X19
(E) W10X49
116;12
9'-9
SLOPE
(E) W10X54 EL. 42'-512
FIELD VERIFY
(E) W14X30
9'-8
6'-1 12'-0
EL.43'-112
(E) W10X49 EL. 42'-912
EL.+42'-814
12'-0
W )
7'-2
4'-7 7'-5
EL.43'-112
EL.42'-912
3'-0
1124A W12X19
FIELD VERIFY
(E) W10X49
EL.42'-912
1'-21316
1122A W12X19 4'-0
E1003
8'-0
EL.43'-112
PL38"x4 34 MK; 1320A
116;12
FIELD VERIFY
32'-0
1120A W12X19
6'-118
12'-0
22'-0
EL. 42'-912
(E
48'-0
EL.43'-112
SLOPE
(E) 30WF190
11'-5
B
1121A W12X30 EL. 43'-012
EL. 42'-912
14
W27X84 (E)BEAM
(E) W30X99
DET. 5
15'-6
E1004
1222A HSS9.625X0.375
B
9'-5
TYP.
1058A W12X19
(E) PL BM 4 1221A HSS9.625X0.375
1320A PL38"x4 34 (STIFF_PLATE)
E1004
1
E4001
EL.43'-1
7'-1
H
1126A W12X19
(E) RB-24
SEE ENLARGE DETAIL
FIELD VERIFY
PL38"x4 34 MK; 1320A
(E) RB-24 (E) W10X49 EL. 42'-912
12'-0
1054A 1055A W12X19 W12X19
(E) RB-24
8'-0
5'-1134
(E) PFB-3
PL38"x4 34 MK; 1320A
EL.+42'-1134
EL.+42'-1134
EL.43'-01316
10'-0
EL.42'-912 (E) W10X49
6'-014
1119A W12X19 (E) W27X84
EL.42'-778
(E) RB-24
14'-0
(E) W21X55
2'-014
1056A W12X19 1125A W12X19
(E) W27X84
1127A W12X19
1052A W12X19
EL.42'-6716
(E) PFB-4
EL.42'-81116
10 X4 9
D
1057A (E) W24X55
EL.42'-7116
D E1004
(E) W30X99
(E) W27X84
PL38"x4 34 MK; 1320A
EL.42'-878
(E) W21X55
48'-0
PL38"x4 34 MK; 1320A
(E) W27X84 (E) W27X84
E1004
(E) W27X84
C
EL.42'-618
42'-91316
32'-1114
(E) RB-24
EL.+43'-01316
8'-0
EL.
E1004
E
(E) W10X49
B
(E) W21X55
EL. 42'-512
16'-312
(E) W21X55
TYP.
3'-10
5'-0
48'-0
16'-212
15'-034
EL.+ 42'-1138
7'-812
32'-6
18
EL.+ 42'-1112
E4001
7'-912
DETAIL 5
EL.+42'-912
ELEVATOR OVERHEAD FRAMING 1123A W12X30
1320A PL38"x4 34 (STIFF_PLATE)
79'-6
3'-1516
1
DESCRIPTION
18
HOLD PENDING ELEVATOR DRAWING
(E) W10X54 EL. 42'-912
116;12
SLOPE
(E) W10X54
42'-912
(E) W21X55
F
1102A W12X19
E1004
E1001
(E) W21X55
TYP.
(E) W24X76
E1004
H
A ~
A SECTION
EL. 42'-912
TEKLA MODEL: V21 SR1
EL.42'-812
CAA
1098A W12X19
VC
1079A W12X19
SEQUENCE
1086A W12X19
CHECKED
1079A W12X19
DRAWN
1068A W12X19
W27X84 (E)BEAM
For Approval For Re-Approval
E1004
3-SIDES TYP. @ PL38"x4 MK; 1320A
1025 N. WATERY LANE BRIGHAM CITY, UT 84302
1098A W12X19
14 14
31'-6
1079A W12X19
B
TYP.
12'-2
1086A W12X19
(E) W24X76
8'-0
EL.42'-812
1079A W12X19
(E) W24X76
FIELD VERIFY
B
1068A W12X19
(E) W24X76
(E) W24X76
EL.42'-71316
(E) W24X76
11'-4
EL.42'-71316
REV
(E) W18X97
(E) W18X97
48'-0
PL38"x4 34
(435)723-5000
9'-7
W10X49 (E)COLUMN
Project
9'-7
EL.
14
EL. 42'-512
5'-11
EL.
42'-512
48'-0
16'-6
G
48'-0
04/29/2016 08/09/2016
48'-0
2
12'-0
48'-0
3
(E) W21X55
48'-0
42'-512
4
5
116;12
EL.
6
SLOPE
7
DATE
3
Job Number
16019 (E) W10X88
*
*
STANDARD GRADE (E) W10X88
A
Tekla structures
EL. 42'-112
A E1002
EL.42'-112
B E1002
Sheet Number
E1001
Project: 25465 - 777 South Aviation Boulevard Core & Shell 777 South Aviation Boulevard El Segundo, California 90245
Roof Beam Splice Proposal TO:
Susan Bartley (Skidmore Owings & Merrill LLP) Mailstop 555 West 5th Street, 29th Floor Los Angeles, California 90013
FROM:
Sara Mengesha (W. L. Butler Construction, Inc.) 3 Mason Irvine, California 92618
DATE INITIATED:
09/13/ 2016
STATUS:
Open
LOCATION:
777 Aviation
DUE DATE:
09/19/2016
REFERENCE:
GEM RFI 87
COST CODE: COST IMPACT:
TBD
SCHEDULE IMPACT: TBD
DRAWING NUMBER: E1001
SPEC SECTION:
LINKED DRAWINGS: RECEIVED FROM:
Wayne Johnson (Golden Empire Manufacturing, Inc. dba G)
COPIES TO: Chet Anderson (Golden Empire Manufacturing, Inc. dba G), Susan Bartley (Skidmore Owings & Merrill LLP), Craig Chamberlain (Nishkian Chamberlain), Elizabeth Claassen (Nishkian Chamberlain), Perry Clouse (Diversified Metal Works), Brittany Crail (W. L. Butler Construction, Inc.), Josh Dillon (W. L. Butler Construction, Inc.), Andrew Estrin (W. L. Butler Construction, Inc.), Josh Ferguson (Diversified Metal Works), Justin Ferguson (Diversified Metal Works), Yassine Hmina (W. L. Butler Construction, Inc.), Wayne Johnson (Golden Empire Manufacturing, Inc. dba G), Alex Knowles (Skidmore Owings & Merrill LLP), Kin Lee (Skidmore Owings & Merrill LLP), Chris Martin (W. L. Butler Construction, Inc.), Sara Mengesha (W. L. Butler Construction, Inc.), Corey Nelson (Golden Empire Manufacturing, Inc. dba G), Rick S (Diversified Metal Works), Luis Torres (W. L. Butler Construction, Inc.)
Question from Sara Mengesha (W. L. Butler Construction, Inc.) at 11:16 AM on 09/13/2016 Q1: Roof beams 1110A, 1111A and 1116A shown on E1001 (attached) need to be spliced due to the limited access from shoring supports. Please confirm if our steel supplier can use the weld procedure from the W. L. Butler Construction, Inc. RFI 124 response for the splicing of the roof beams. Otherwise, please provide an approved splice detail. Please see attached for more details. Attachments: RFI 152 - Roof Beam Splice Proposal - For Response.pdf
All Replies: Nishkian Response: Nishkian takes no exception to the proposed method of construction.
Nishkian Chamberlain - Elizabeth Claassen BY
W. L. Butler Construction, Inc.
09/14/2016
DATE
COPIES TO
Page 1 of 1
Printed On: 09/14/2016 10:33 AM
Request for Information Page 1/1
777 Aviation Sent:
12/Sep/16
RFI: 87
Rev: 0
Roof Beam Splice Proposal
From:
Wayne Johnson
Job number:
GEM Buildings
Area:
1025 N. Watery Lane
GC reference:
Brigham City UT 84302
Detailer reference:
435-538-5476
Customer project:
[email protected]
Sequences:
16019
E1001
Please respond by: 15/Sep/16
To:
Brittany Crail
Cc:
Andrew Estrin
Reference documents: Drawing / Revision GEM RFI 87 Markup
Question: Roof beams 1110A, 1111A and 1116A show on E1001 ( attached ), need to be spliced due to limited access from shoring supports. Please confirm that we can use the weld procedure from W.L. Butler RFI 124 Response for this splice. If not please provide an approved splice detail. Cost Impacts - TBD
Report generated by FabTrol Systems, Inc. Eugene Oregon - Copyright 2010-2016 All rights reserved.
Schedule Impacts - TBD
Printed: 12/Sep/16 16:59:44
EL. 42'-512 9'-8
9'-7
9'-7
FIELD VERIFY
(E) W10X49
(E) W10X49
E
(E) W18X97
10'-8
(E) W10X49
8'-0
(E) 30WF190 EL.42'-634
9'-9
9'-8
3'-1112 7'-334
7'-334
EL.42'-612
EL.42'-612
1097A W12X19
H
EL. 42'-512
EL. 42'-41316
EL.42'-712 EL.42'-678
E1004
1116A W27X84
R
12'-0 16'-7
(E) W10X54 EL. 42'-512 DET. 7
14
PL12"x7 316 MK; 1316A FIELD VERIFY
W27X84 (E)BEAM
W10X54 (E)COLUMN
FIELD VERIFY
D
PLEASE VERIFY
TYP. SIM EL. 42'-7116
1117A W12X19 EL. 42'-5916
2
DETAIL 7
EL.42'-6116
4'-2 EL.42'-41316
A B
TM
18
STIFF_PLATE PL38"x4 34 1320A
EL.42'-618
4'-0 1118A W12X19
*
*
TYP.
12'-0
1077A W12X19
D E1004
8'-0
(E) W27X84 1097A 1077A W12X19 W12X19
(E) BEAM
1084A W12X19
4'-7
5'-11
1096A W12X19
(E) W18X76
SLOPE
1077A W12X19
14'-712
DETAIL 6
PL38"x4 34 MK; 1320A
12'-0
(E) W18X76
EL.42'-812
EL.42'-712
(E) W24X76
(E) W24X76
1078A W12X19
LOC. OF (E)
3
BUILDINGS
1107A W16X45
EL.+42'-7116
(E) W27X84 (E) W27X84 (E) W27X84
1106A 1109A W12X19 W12X19
(E) W27X84
1104A W12X19 (E) W21X55
H E1004
1108A W16X45
19'-5
16'-0 (E) W27X84 (E) W27X84
EL.42'-778
PL12"x8 14 MK; 1318A
W10X49 (E)COLUMN
(E) W10X54
1206A HSS9.625X0.375
STR-5(E) RG-38
48'-0
EL. 42'-41316
E1003
8'-0 PLEASE VERIFY
STR-6(E) RG-46
*
1103A W12X19
PL12"x7 316 MK; 1317A
DET. 4
(E) PFB-6 (E) W10X49
1114A W12X19
1112A W12X19
E1002
EL.42'-712 1067A W12X19
1063A W12X19
1111A W30X90
1084A W12X19
1077A W12X19
*
EL.42'-512
(E) W27X84
E1004
EL.42'-558
D
1051A W12X19
10'-0
1100A W12X19
C
(E) W24X76
W18X55
(E) RG-44
30'-9316
W14X30
1067A W12X19
1085A W12X19
1078A W12X19
(E) W27X84
1110A W30X90 EL.42'-8316
8'-1
(E) W18X76
1069A W12X19
EL.42'-812
(E) W14X30
*
(E) W14X30
1205A HSS9.625X0.375 (E) PFB-4
1062A W12X19 EL.42'-812
10'-7
(E) W24X76
1065A W12X19
(E) W24X76
B.6
(E) PFB-1 MK; 1319A
(E) W10X49 EL. 42'-512
STEEL FRAMING PLAN @ ROOF LEVEL REF.DWG.:S2.4.0
ROOF FRAMING PLAN
10'-7
R
(E) 1115A W12X19
8'-0
*
EL.42'-634
PL12"x8 14
EL.42'-912
(E) 1113A W12X19
8'-0 16'-0
E1002
EL.42'-81116
TITLE
8'-1
(E) W24X76 4'-0
STR-2(E) RB-24 EL.42'-812
DET. 6
(E) PFB-2
D
777 AVIATION
9'-958
(E) W10X54
EL.42'-81316
C
PL38"x4 34 MK; 1320A
1105A W12X19
FIELD VERIFY
12'-0
5'-918
DET. 3
(E) W14X30
10'-0
C
116;12
1101A W12X19
(E) W10X49
116;12
9'-9
SLOPE
(E) W10X54 EL. 42'-512
FIELD VERIFY
(E) W14X30
9'-8
6'-1 12'-0
EL.43'-112
(E) W10X49 EL. 42'-912
EL.+42'-814
12'-0
W )
7'-2
4'-7 7'-5
EL.43'-112
EL.42'-912
3'-0
1124A W12X19
FIELD VERIFY
(E) W10X49
EL.42'-912
1'-21316
1122A W12X19 4'-0
E1003
8'-0
EL.43'-112
PL38"x4 34 MK; 1320A
116;12
FIELD VERIFY
32'-0
1120A W12X19
6'-118
12'-0
22'-0
EL. 42'-912
(E
48'-0
EL.43'-112
SLOPE
(E) 30WF190
11'-5
B
1121A W12X30 EL. 43'-012
EL. 42'-912
14
W27X84 (E)BEAM
(E) W30X99
DET. 5
15'-6
E1004
1222A HSS9.625X0.375
B
9'-5
TYP.
1058A W12X19
(E) PL BM 4 1221A HSS9.625X0.375
1320A PL38"x4 34 (STIFF_PLATE)
E1004
1
E4001
EL.43'-1
7'-1
H
1126A W12X19
(E) RB-24
SEE ENLARGE DETAIL
FIELD VERIFY
PL38"x4 34 MK; 1320A
(E) RB-24 (E) W10X49 EL. 42'-912
12'-0
1054A 1055A W12X19 W12X19
(E) RB-24
8'-0
5'-1134
(E) PFB-3
PL38"x4 34 MK; 1320A
EL.+42'-1134
EL.+42'-1134
EL.43'-01316
10'-0
EL.42'-912 (E) W10X49
6'-014
1119A W12X19 (E) W27X84
EL.42'-778
(E) RB-24
14'-0
(E) W21X55
2'-014
1056A W12X19 1125A W12X19
(E) W27X84
1127A W12X19
1052A W12X19
EL.42'-6716
(E) PFB-4
EL.42'-81116
10 X4 9
D
1057A (E) W24X55
EL.42'-7116
D E1004
(E) W30X99
(E) W27X84
PL38"x4 34 MK; 1320A
EL.42'-878
(E) W21X55
48'-0
PL38"x4 34 MK; 1320A
(E) W27X84 (E) W27X84
E1004
(E) W27X84
C
EL.42'-618
42'-91316
32'-1114
(E) RB-24
EL.+43'-01316
8'-0
EL.
E1004
E
(E) W10X49
B
(E) W21X55
EL. 42'-512
16'-312
(E) W21X55
TYP.
3'-10
5'-0
48'-0
16'-212
15'-034
EL.+ 42'-1138
7'-812
32'-6
18
EL.+ 42'-1112
E4001
7'-912
DETAIL 5
EL.+42'-912
ELEVATOR OVERHEAD FRAMING 1123A W12X30
1320A PL38"x4 34 (STIFF_PLATE)
79'-6
3'-1516
1
DESCRIPTION
18
HOLD PENDING ELEVATOR DRAWING
(E) W10X54 EL. 42'-912
116;12
SLOPE
(E) W10X54
42'-912
(E) W21X55
F
1102A W12X19
E1004
E1001
(E) W21X55
TYP.
(E) W24X76
E1004
H
A ~
A SECTION
EL. 42'-912
TEKLA MODEL: V21 SR1
EL.42'-812
CAA
1098A W12X19
VC
1079A W12X19
SEQUENCE
1086A W12X19
CHECKED
1079A W12X19
DRAWN
1068A W12X19
W27X84 (E)BEAM
For Approval For Re-Approval
E1004
3-SIDES TYP. @ PL38"x4 MK; 1320A
1025 N. WATERY LANE BRIGHAM CITY, UT 84302
1098A W12X19
14 14
31'-6
1079A W12X19
B
TYP.
12'-2
1086A W12X19
(E) W24X76
8'-0
EL.42'-812
1079A W12X19
(E) W24X76
FIELD VERIFY
B
1068A W12X19
(E) W24X76
(E) W24X76
EL.42'-71316
(E) W24X76
11'-4
EL.42'-71316
REV
(E) W18X97
(E) W18X97
48'-0
PL38"x4 34
(435)723-5000
9'-7
W10X49 (E)COLUMN
Project
9'-7
EL.
14
EL. 42'-512
5'-11
EL.
42'-512
48'-0
16'-6
G
48'-0
04/29/2016 08/09/2016
48'-0
2
12'-0
48'-0
3
(E) W21X55
48'-0
42'-512
4
5
116;12
EL.
6
SLOPE
7
DATE
3
Job Number
16019 (E) W10X88
*
*
STANDARD GRADE (E) W10X88
A
Tekla structures
EL. 42'-112
A E1002
EL.42'-112
B E1002
Sheet Number
E1001
