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H
2
DRAWINGS PREPARED BY DETAILER FROM INFORMATION CONTAINED IN THE PROJECTDOCUMENTS WITH INSTRUCTIONS FROM THE FABRICATOR. DETAILER IS NOT RESPONSIBLEFOR ANY DESIGN, ENGINEERING OR CODE ISSUES WHICH MAY ARISE FROM THE USE OFTHESE DRAWINGS. APPROVALS SHOULD BE OBTAINED FROM THE OWNER, ARCHITECT,ENGINEER, CONTRACTOR, WHICH EVER IS APPLICABLE. THE FABRICATOR SHOULD CHECKTHE DETAIL DOCUMENTS FOR CORRECTNESS BEFORE RELEASING FOR FABRICATION. THEUSE OF THE DETAILED DRAWINGS FOR FABRICATION CONSTITUTES ACCEPTANCE ANDAPPROVAL OF THE DRAWINGS, MATERIAL LIST OR CUT LIST, WHICH EVER APPLIES.
11/24/10A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
- S-1 FOUNDATION
SSPC-SP3
#30-18, Red Oxide
PLAN @ ELEV. 1,855'-0-3/4" (+/-)
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Constructi
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
11/23/2010
TAN
3-21375
AB1 A
ARCH./ENG. KTH Architects, Inc./Lee-Sim
U/N
P2 PL14/ "X14T/LEVEL PL.1842'-11
T/CONC.1842'-10
T/CONC.1852'-10
T/CONC.1852'-10
T/CONC.1852'-10
T/CONC.1855'-1
P2 PL14/ "X14T/LEVEL PL.1852'-11
W10
X49
P2 PL14/ "X14T/LEVEL PL.1852'-11
P2 PL14/ "X14T/LEVEL PL.1852'-11
P2 PL14/ "X14T/LEVEL PL.1852'-11
A1
L3X
3X1
4/1
85
5'-0
34/
W10
X49W
10X88
W10
X88W
10X88
W10
X88
W10
X49
W10
X88
W10
X88
W10
X49
W10
X49
W10
X88
W10
X88
W10
X49
W10
X49
W10
X88
W10
X88
W10
X88
W10
X88
W10
X49
PLAN AT EL. 1855'-0-34/
P2 PL14/ "X14T/LEVEL PL.1842'-11
T/CONC.1842'-10
A1
L3X
3X1
4/1
85
5'-0
34/
P2 PL14/ "X14T/LEVEL PL.1842'-11
P2 PL14/ "X14T/LEVEL PL.1852'-11
T/CONC.1852'-10
T/CONC.1852'-10
P2 PL14/ "X14T/LEVEL PL.1852'-11
T/CONC.1852'-10
A1
L3X
3X1
4/1
85
5'-0
34/
P2 PL14/ "X14T/LEVEL PL.1852'-11
C4 PL1 14/ "X14T/LEVEL PL.1853'-014/
T/CONC.1842'-10
T/CONC.1852'-10
T/CONC.1842'-10
P2 PL14/ "X14T/LEVEL PL.1852'-11
P2 PL14/ "X14T/LEVEL PL.1842'-11
W10
X49
W10
X49
W10
X45
T/CONC.1852'-10A
1L3
X3X
14/
18
55
'-03
4/
P2 PL14/ "X14T/LEVEL PL.1852'-11
P2 PL14/ "X14T/LEVEL PL.1852'-11
T/CONC.1852'-10 T/CONC.
1852'-10
P2 PL14/ "X14T/LEVEL PL.1852'-11
A2 L3X3X14/1855'-034/
P2 PL14/ "X14T/LEVEL PL.1842'-11
T/CONC.1852'-10
T/CONC.1842'-10
P2 PL14/ "X14T/LEVEL PL.1852'-11
P2 PL14/ "X14T/LEVEL PL.1842'-11
P2 PL14/ "X14T/LEVEL PL.1842'-11
T/CONC.1842'-10
W10
X49
W10
X45
T/CONC.1852'-10
T/CONC.1852'-10
T/CONC.1842'-10
P2 PL14/ "X14T/LEVEL PL.1852'-11
P2 PL14/ "X14T/LEVEL PL.1852'-11
A1 L3X3X14/1855'-034/
P2 PL14/ "X14T/LEVEL PL.1842'-11
T/CONC.1842'-10
T/CONC.1852'-10
T/CONC.1852'-10
W10
X49
W10
X49
P2 PL14/ "X14T/LEVEL PL.1852'-11
A1
L3X
3X1
4/1
85
5'-0
34/
A2 L3X3X14/1855'-034/
T/CONC.1852'-10
P2 PL14/ "X14T/LEVEL PL.1852'-11
T/CONC.1852'-10
T/CONC.1852'-10
P2 PL14/ "X14T/LEVEL PL.1852'-11
P2 PL14/ "X14T/LEVEL PL.1852'-11
6
33
5 5
10
7 7
A A
DETAIL A1:12
EL=
1852
'-11
+1853'-012/ AB7 - ANCHOR RODROD1 X 2'-4 14/(4 REQ'D)
W10X88
+1852'-10
11
2/
14/
LEV
. PL.
LEV
. PL.
34/
GR
OU
TG
RO
UT
41
4/P
RO
J.P
RO
J.2'
-0
EM
BE
D.
EM
BE
D.
A - A
B B
6
33
55
10
77
DETAIL B1:12
EL=
1842
'-11
AB6 - ANCHOR RODROD1 X 2'-0 12/(4 REQ'D)
34/
GR
OU
TG
RO
UT
14/
LEV
. PL.
LEV
. PL.
11
2/
W10X45
+1842'-10
1'-8
EM
BE
D.
EM
BE
D.
41
2/P
RO
J.P
RO
J.
B - B
C C
10
55
3 3
6
DETAIL C1:12
SLEEVE ANC 38/ X234/6 HILTI KB III OR EQ.- BOLTS @ 48" O.C.
A1 - ANGLEL3X3X14/ X 21'-2 12/
W10X88
EL=
1852
'-11
AB2 - ANCHOR RODROD1 X 2'-4 14/(4 REQ'D)
34/
GR
OU
TG
RO
UT
14/
LEV
. PL.
LEV
. PL.
11
4/
2'-0
EM
BE
D.
EM
BE
D.
41
4/P
RO
J.P
RO
J.
+1852'-10
51
4/ +1855'-034/
+1855'-6
C - C
33
6
5 5
10
7 7
D D
DETAIL D1:12
AB3 - ANCHOR RODROD1 X 2'-2 14/(4 REQ'D)
+1843'-014/
+1842'-10
34/
GR
OU
TG
RO
UT
W10X49
EL=
1842
'-11
11
4/
14/
LEV
. PL.
LEV
. PL.
1'-1
04
14/
PR
OJ.
PR
OJ.
D - D
E E
10
55
6
3 3
DETAIL E1:12
W10X49
AB1 - ANCHOR RODROD1 X 2'-4(4 REQ'D)
+1853'-0
+1852'-10
34/
GR
OU
TG
RO
UT
1
EL=
1852
'-11
14/
LEV
. PL.
LEV
. PL.
4P
RO
J.P
RO
J.2'
-0
EM
BE
D.
EM
BE
D.
E - E
F F
6
33
10
5 5
DETAIL F1:12
EL=
1855
'-2
AB5 - ANCHOR RODROD1 X 2'-4(4 REQ'D)
34/
GR
OU
TG
RO
UT
14/
LEV
. PL.
LEV
. PL.
1
+1855'-3
+1855'-1
2'-0
EM
BE
D.
EM
BE
D.
4P
RO
J.P
RO
J.
F - F
P227
Qty. In Assembly
P2 27 PL1/4"X14" 1'-2"
MARK QTY. SIZE LENGTH COMMENTS
DESCRIPTION:
PROJECT NAMELOCATION
CUSTOMER:DRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No.
LEVELING PLATE
St Marys Medical Center1102 Million Dollar Highway, St. Marys,
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply 1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 P2
1516/ Ø
PL14/ X14 x 1'-2
4 6 4
1'-2
210
2
A16
Qty. In Assembly
A1 6 L3X3X1/4 21'-2 1/2"
MARK QTY. SIZE LENGTH COMMENTS
DESCRIPTION:
PROJECT NAMELOCATION
CUSTOMER:DRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No.
ANGLE
St Marys Medical Center1102 Million Dollar Highway, St. Marys,
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply 1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 A1
L3X3X14/ x 21'-212/
716/ Ø
13
4/
714/ 4'-0 4'-0 4'-0 4'-0 4'-0 714/
A22
Qty. In Assembly
A2 2 L3X3X1/4 5'-11"
MARK QTY. SIZE LENGTH COMMENTS
DESCRIPTION:
PROJECT NAMELOCATION
CUSTOMER:DRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No.
ANGLE
St Marys Medical Center1102 Million Dollar Highway, St. Marys,
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply 1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 A2
L3X3X14/ x 5'-11
716/ Ø
13
4/
1112/ 4'-0 1112/
16 - ANCHOR RODS - AB1 GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S.:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJECT NAMELOCATION
CONTRACTORDRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No. REV.
A992
13/16
E70XX LH
- SSPC-SP3#30-18, Red Oxide
ANCHOR BOLTSt Marys Medical Center1102 Million Dollar Highway, St. Marys, Hallstrom Construction, Inc.
Altoona Pipe And Steel Suppl1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 AB1 1
A For Approval 11/24/10 TMc TAN
REV. DESCRIPTION DATE DWN CHK
SHIP MARK PCSNO DESCRIPTION
BILL OF MATERIALLENGTH MARK
PIECE REMARKS
AB116 16 ROD1" 2'-4" SQ-2 A36
16 1_WASHER
32 1_HEAVY_HEX_NUT
RO
D1
X2'
-4
1_HEAVY_HEX_NUT
1_WASHER
1_HEAVY_HEX_NUT
2'-4
41
4/4
41
4/4
16 - ANCHOR RODS - AB2 GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S.:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJECT NAMELOCATION
CONTRACTORDRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No. REV.
A992
13/16
E70XX LH
- SSPC-SP3#30-18, Red Oxide
ANCHOR BOLTSt Marys Medical Center1102 Million Dollar Highway, St. Marys, Hallstrom Construction, Inc.
Altoona Pipe And Steel Suppl1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 AB2 1
A For Approval 11/24/10 TMc TAN
REV. DESCRIPTION DATE DWN CHK
SHIP MARK PCSNO DESCRIPTION
BILL OF MATERIALLENGTH MARK
PIECE REMARKS
AB216 16 ROD1" 2'-4 1/4" SQ-2 A36
16 1_WASHER
32 1_HEAVY_HEX_NUT
RO
D1
X2'
-4 1
4/
1_HEAVY_HEX_NUT
1_WASHER
1_HEAVY_HEX_NUT
2'-4
14/
41
4/4
14/
41
4/4
14/
24 - ANCHOR RODS - AB3 GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S.:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJECT NAMELOCATION
CONTRACTORDRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No. REV.
A992
13/16
E70XX LH
- SSPC-SP3#30-18, Red Oxide
ANCHOR BOLTSt Marys Medical Center1102 Million Dollar Highway, St. Marys, Hallstrom Construction, Inc.
Altoona Pipe And Steel Suppl1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 AB3 1
A For Approval 11/24/10 TMc TAN
REV. DESCRIPTION DATE DWN CHK
SHIP MARK PCSNO DESCRIPTION
BILL OF MATERIALLENGTH MARK
PIECE REMARKS
AB324 24 ROD1" 2'-2 1/4" SQ-2 A36
24 1_WASHER
48 1_HEAVY_HEX_NUT
RO
D1
X2'
-2 1
4/
1_HEAVY_HEX_NUT
1_WASHER
1_HEAVY_HEX_NUT
2'-2
14/
41
4/4
14/
41
4/4
14/
28 - ANCHOR RODS - AB4 GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S.:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJECT NAMELOCATION
CONTRACTORDRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No. REV.
A992
13/16
E70XX LH
- SSPC-SP3#30-18, Red Oxide
ANCHOR BOLTSt Marys Medical Center1102 Million Dollar Highway, St. Marys, Hallstrom Construction, Inc.
Altoona Pipe And Steel Suppl1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 AB4 1
A For Approval 11/24/10 TMc TAN
REV. DESCRIPTION DATE DWN CHK
SHIP MARK PCSNO DESCRIPTION
BILL OF MATERIALLENGTH MARK
PIECE REMARKS
AB428 28 ROD1" 2'-4 1/4" SQ-2 A36
28 1_WASHER
56 1_HEAVY_HEX_NUT
RO
D1
X2'
-4 1
4/
1_HEAVY_HEX_NUT
1_WASHER
1_HEAVY_HEX_NUT
2'-4
14/
41
4/4
14/
41
4/4
14/
12 - ANCHOR RODS - AB5 GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S.:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJECT NAMELOCATION
CONTRACTORDRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No. REV.
A992
13/16
E70XX LH
- SSPC-SP3#30-18, Red Oxide
ANCHOR BOLTSt Marys Medical Center1102 Million Dollar Highway, St. Marys, Hallstrom Construction, Inc.
Altoona Pipe And Steel Suppl1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 AB5 1
A For Approval 11/24/10 TMc TAN
REV. DESCRIPTION DATE DWN CHK
SHIP MARK PCSNO DESCRIPTION
BILL OF MATERIALLENGTH MARK
PIECE REMARKS
AB512 12 ROD1" 2'-4" SQ-2 A36
12 1_WASHER
24 1_HEAVY_HEX_NUT
RO
D1
X2'
-4
1_HEAVY_HEX_NUT
1_WASHER
1_HEAVY_HEX_NUT
2'-4
41
4/4
41
4/4
8 - ANCHOR RODS - AB6 GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S.:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJECT NAMELOCATION
CONTRACTORDRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No. REV.
A992
13/16
E70XX LH
- SSPC-SP3#30-18, Red Oxide
ANCHOR BOLTSt Marys Medical Center1102 Million Dollar Highway, St. Marys, Hallstrom Construction, Inc.
Altoona Pipe And Steel Suppl1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 AB6 1
A For Approval 11/24/10 TMc TAN
REV. DESCRIPTION DATE DWN CHK
SHIP MARK PCSNO DESCRIPTION
BILL OF MATERIALLENGTH MARK
PIECE REMARKS
AB68 8 ROD1" 2'-0 1/2" SQ-2 A36
8 1_WASHER
16 1_HEAVY_HEX_NUT
ROD1 X 2'-0 12/1_HEAVY_HEX_NUT
1_WASHER
1_HEAVY_HEX_NUT
2'-0
12/
41
4/4
12/
41
4/4
12/
4 - ANCHOR RODS - AB7 GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S.:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJECT NAMELOCATION
CONTRACTORDRAWN BY DATE
CHKD. BY DATE
JOB No. DRG. No. REV.
A992
13/16
E70XX LH
- SSPC-SP3#30-18, Red Oxide
ANCHOR BOLTSt Marys Medical Center1102 Million Dollar Highway, St. Marys, Hallstrom Construction, Inc.
Altoona Pipe And Steel Suppl1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc 11/25/2010
TAN
3-21375 AB7 1
A For Approval 11/24/10 TMc TAN
REV. DESCRIPTION DATE DWN CHK
SHIP MARK PCSNO DESCRIPTION
BILL OF MATERIALLENGTH MARK
PIECE REMARKS
AB74 4 ROD1" 2'-4 1/4" SQ-2 A36
4 1_WASHER
8 1_HEAVY_HEX_NUT
RO
D1
X2'
-4 1
4/
1_HEAVY_HEX_NUT
1_WASHER
1_HEAVY_HEX_NUT
2'-4
14/
41
4/4
14/
41
4/4
14/
12/27/10A For Approval TMc TAN
04-01-111 For Fabrication F&F TMc TH
3/11/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N. S-2
SSPC-SP3
#30-18, Red Oxide
PLAN @ T.O.S. ELEV. 1855'-2
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TAN
02/25/2011
3-21375
E1 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
FIRST FLOOR PLAN AT EL. 1855'-21:72
67
'-4
114'-0
10
'-0
11'-0
A B C D E F G H J
6
5
4
3
2
1
W10
X885C
3
W10
X457C
3
35B5 W14X34
41B2 W14X34
35B1 W16X26
42B1 W14X30
41B6 W14X30
42B1 W14X30
42B1 W14X30
42B1 W14X30
W10
X888C
3
38B11 W14X22 42B7 W14X22
42B4 W14X30
36B4 W14X22
16
'-0
24'-0
W10
X881C
3
W10
X493C
3
W10
X497C
1A36 L4X4X516/
A32 L4X4X516/27B4 W18X40
W10
X491C
1
A7
L3
X3
X1
4/
35B2 W16X26
35
B3
W1
6X
26
37B8 W14X34
30
'-4
A7
L3
X3
X1
4/A
7L
3X
3X
14/
W10
X882C
2
24
B4
W1
8X
55
25B4 W18X50
37B9 W14X34
25B5 W18X50
37B9 W14X34
37B9 W14X34
35
B3
W1
6X
26
37B10 W14X34
14'-4 7'-8
W10
X885C
3
26
B1
W1
8X
50
35B1 W16X26
39B6 W14X34
29
B4
W1
8X
50
W10
X494C
2
18
B4
W2
4X
76
30
B1
W2
4X
68
38B5 W12X19
39B1 W14X30
28B3 W18X40
40
B1
W1
4X
43
44B6 W12X19
44B4 W12X19
38
B9
W1
2X
19
38B3 W12X19
26
B6
W1
8X
50
39B7 W14X30
30
B3
W1
8X
50
6'-0
5'-0
W10
X885C
1
W10
X496C
2
W10
X493C
1
35B2 W16X26 38B7 W14X22
40
B3
W1
4X
22
A16 L3X3X14/
14'-4
W10
X4912
C2
W10
X4913
C1
W10
X499C
3
36B11 W14X34
A36 L4X4X516/
W10
X8816
C1
35
B3
W1
6X
26
A7
L3
X3
X1
4/A
7L
3X
3X
14/
35
B3
W1
6X
26
11'-0 7'-8
W10
X885C
3
29
B4
W1
8X
50
35B1 W16X26
36B10 W14X34
W10
X4510
C2
20
B5
W2
4X
76
32B3 W18X40
36B9 W14X30
34B2 W18X40
43
B1
2W
14
X4
3
44B10 W12X19
44B8 W12X19
43B7 W12X19
30
B3
W1
8X
50
36B7 W14X30
24'-0
W10
X885C
3
W10
X4915
C326
B1
W1
8X
50
35B2 W16X26
36B3 W14X34
A7
L3
X3
X1
4/
22
B5
W2
4X
84
25B5 W18X50
36B2 W14X34
25B4 W18X50
36B2 W14X34
36B2 W14X34
A32 L4X4X516/
26
B6
W1
8X
50
37B10 W14X34
W10
X8816
C2
24
B4
W1
8X
55
W10
X8814
C1
W10
X8811
C2
W10
X499C
1
W10
X4912
C1
A1
6L
3X
3X
14/
40
B3
W1
4X
22 38B7 W14X22 35B2 W16X26
W10
X4915
C1
SECTION ~ A - ATYPICAL OPTIONAL POUR STOP @ CMU's
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
8'-0
3'-0 11'-4
* - MOMENTCONNECTION
8'-0
8'-0
52A12 L4X3X516/* - MOMENTCONNECTION
* - MOMENTCONNECTION
SAFETY CONN.
* - MOMENTCONNECTION
SAFETY CONN.
* - MOMENTCONNECTION
SECTION TYPICALAT ELEVATOR &STAIR OPENINGS
8'-6
2'-2
20'-3
10'-712/
8'-2
10'-1
1
8'-0
8'-9
52
A1
0L
4X
3X
516/
52
A1
4L
4X
3X
516/
A A
4'-0
52A13 L4X3X516/
52
A1
5L
4X
3X
516/
52
A1
1L
4X
3X
516/9'-8 1'-018/
1'-4
7'-5
8
* - MOMENTCONNECTION
2'-2
8'-9
21'-7
11'-4
11'-778/
10'-712/
* - MOMENTCONNECTION
* - MOMENTCONNECTION
21'-7
8'-6
5'-5
12/
10'-8
52
A9
L4
X3
X5
16/
52
A1
4L
4X
3X
516/
* - MOMENTCONNECTION
6'-0
8'-9
5'-0
6'-8
6'-8
6'-0
3'-0
8'-2
52A12 L4X3X516/
5'-5
12/
2'-818/
52A12 L4X3X516/ SAFETY CONN.
* - MOMENTCONNECTION
* - MOMENTCONNECTION
SAFETY CONN.
* - MOMENTCONNECTION
WELD AS REQ'D
OPTIONAL
4
414/+/-
G.C. COORDINATE
+/-
G.C. COORDINATE
L4X3X516/[SEE PLAN]
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
J
J
6 6
5 5
4 4
3 3
2 2
1 1
1867'-9-1/2"
1867'-5-1/2"
1866'-5-5/8"
J
5
TYPICAL MOMENT CONNECTION BOLTING &OUTRIGGER BOLTING CONFIGURATIONS
6) APPROVER VERIFY ALL E PLAN OPENINGS, ELEVATIONS PRIOR TO FAB.5) ALL MEMBERS WITHOUT DIMENSIONS ARE EQUALLY SPACED IN BAYS.4) SEE DRAWING E2 FOR TYPICAL FRAMING & OUTRIGGER CONDITIONS3) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.6 LATES REV.
GENERAL NOTES:
12/27/10A For Approval TMc TAN
04-01-111 For Fabrication F&F TMc TH
3/11/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N. S-3
SSPC-SP3
#30-18, Red Oxide
PLAN @ T.O.S. ELEV. 1867'-5-1/2"
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TAN
02/25/2011
3-21375
E2 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
67
'-4
114'-0
16
'-03
0'-4
10
'-06
'-05
'-0
24'-0 14'-4 7'-8 11'-0 11'-0 7'-8 14'-4 24'-0
2ND FLOOR PLAN AT EL. 1867'-5-12/1:72
5'-5
12/
SECTION TYPICALAT ELEVATOR &STAIR OPENINGS
A A
8'-9
49A8 L6X4X516/
52A10 L4X3X516/
52A11 L4X3X516/
53A3L4X3-12/ X38/
20'-3
7'-5
5'-0
6'-0
8@2'-5=19'-4
3@2'
-4=
7'-0
3@2'
-4=
7'-0
49A9 L4X3X14/
19B5 W24X55
42B2 W14X30
41B7 W14X30
42B2 W14X3043B8 W12X19
41B9 W12X19
42B8 W14X30
42B5 W14X30
SAFETY CONN.
SEE SHEET E1 FOR TYPICALSHEAR BAR POSITIONS
45A2 L3X3X38/
13@
2'-8
=34
'-8
1'-4
C C
5C3
W10
X88
5C3
W10
X881C
1W
10X49
17
B1
W2
4X
55
23
B5
W2
4X
68
25B4 W18X50
37B7 W14X34
26
B2
W1
8X
50
36B12 W14X34
A36 L4X4X516/A32 L4X4X516/
27B5 W18X40
39B4 W14X34
29
B5
W1
8X
50
38B6 W12X19
37B7 W14X34
37B7 W14X3428B4 W18X40
29
B1
W1
8X
40
44B7 W12X19
44B5 W12X19
35B6 W14X34
41B3 W14X34
42B2 W14X30
42B2 W14X30
45A1 L3X3X38/
51A4 L4X3-12/ X38/
46A1 L3X3X38/
49A18 L4X3-12/ X38/
1'-4 9@2'-8=24'-0
18B2 W24X55
46A3 L3X3X38/
45A2 L3X3X38/
45A5 L3X3X38/
* - MOMENTCONNECTION
-TYP
2'-0
17
B5
W2
4X
94
1C3
W10
X88
TYP
TYP
TYP
51A2 L4X3-12/ X38/
* - MOMENTCONNECTION
* - MOMENTCONNECTION
8@2'-5=19'-4 2'-8
49A9 L4X3X14/
19B5 W24X55
51A3 L4X3-12/ X38/ 51A3 L4X3-12/ X38/
5'-5
12/
52A14 L4X3X516/
20'-3
10'-712/
3C3
W10
X49
7C1
W10
X49
18
B6
W2
4X
76
SAFETY CONN.
5'-5
12/
8'-6
2'-2
8'-2
52A12 L4X3X516/
1'-4
8'-8
49A9L4X3X14/ 1
7B
3W
24
X5
5
2C2
W10
X88
7C3
W10
X454C
2W
10X49
25B6 W18X50 39B2 W14X30
38B4 W12X19
8C3
W10
X88
5C1
W10
X88
6C2
W10
X49
3C1
W10
X49
23B3 W24X55
19
B1
W2
4X
55
37B1 W14X34
49A11L4X3X14/
19B2 W24X55
19B3 W24X55
39B8 W14X30
30
B3
W1
8X
50
20
B2
W2
4X
55
31B3
W18
X50
45A2 L3X3X38/
45A5 L3X3X38/
45A8 L3X3X38/
45A3 L3X3X38/
45A2 L3X3X38/
51A6 L4X3-12/ X38/
* - MOMENTCONNECTION
TYP
DET. A
2'-9 8@2'-6=20'-0
6@2'
-8=
16'-0
1'-8
12/
TYP
49A19 L4X3-12/ X38/
46A6 L3X3X38/ 46A6 L3X3X38/
52A3 L4X3-12/ X38/
2'-0
34/
52A15 L4X3X516/
52A1 L4X3-12/ X38/
* - MOMENTCONNECTION
5@2'-8=13'-4
-TYP
52A13 L4X3X516/
* - MOMENTCONNECTION-T
YP
8
9'-8
-TY
P1'-5
49A7 L4X3X14/
47A2L3X3X38/
47A2L3X3X38/
47A3L3X3X38/
46A8 L3X3X38/
1'-9
14/
2'-812/
53A2 L4X3-12/ X38/
53A8 L4X3-12/ X38/
47A2 L3X3X38/
2'-8
4@2'
-8=
10'-8
5C3
W10
X88
5C3
W10
X88
49A9 L4X3X14/
19B5 W24X55 22B4 W24X55
49A9 L4X3X14/
15C3
W10
X49
49A7 L4X3X14/
12C2
W10
X49
9C3
W10
X49
23
B6
W2
4X
76
22
B1
W2
4X
84
29
B5
W1
8X
50
26
B2
W1
8X
50
41B8 W14X34
34B3 W18X40
35B8 W14X34
25B6 W18X50
36B1 W14X34
35B7 W14X34
36B8 W14X30
43B1 W14X43
36B1 W14X34
36B1 W14X34
44B11 W12X19
44B9 W12X19
16C1
W10
X88
17
B6
W2
4X
94
17
B4
W2
4X
55
49A9 L4X3X14/
* - MOMENTCONNECTION
* - MOMENTCONNECTION
-TYP
2'-8 8@2'-5=19'-4
51A3 L4X3-12/ X38/
2'-2
52A12 L4X3X516/
52A14 L4X3X516/
5'-0
6'-8
6'-8 8'-6
10'-712/
8'-7
12/
46A3 L3X3X38/
8@2'-5=19'-4 1'-8 1'-8
2'-2
47A9 L3X3X38/
48A5 L3X3X38/
* - MOMENTCONNECTION
-TYP
-TYP
DET. B
2'-5
5@2'
-8=
13'-4
2'-5
2'-8
2'-5
2'-5
47A2 L3X3X38/
48A3 L3X3X38/
13C1
W10
X49
10C2
W10
X45
32B2 W18X40 25B4 W18X50
14C1
W10
X88
11C2
W10
X88
9C1
W10
X49
12C1
W10
X49
31B6W
18X50
30
B3
W1
8X
50
21
B2
W2
4X
55
19
B1
W2
4X
55
21B5 W24X55
21B3 W24X55
36B6 W14X30
18B3 W24X55
37B1 W14X34
49A10L4X3X14/
16C2
W10
X88
49A9 L4X3X14/
15C1
W10
X49
17
B2
W2
4X
55
52A4 L4X3-12/ X38/
47A7 L3X3X38/
47A4 L3X3X38/
45A2 L3X3X38/
45A2 L3X3X38/
52A7 L4X3-12/ X38/
* - MOMENTCONNECTION
8
8'-8
10'-8
52A9 L4X3X516/
1'-018/
6'-0
5'-5
12/
52A12 L4X3X516/
46A6 L3X3X38/
2'-812/ 5@2'-8=13'-4
46A6 L3X3X38/
* - MOMENTCONNECTION
* - MOMENTCONNECTION
-TYP
-TYP
6@2'
-8=
16'-0
1'-6
12/
8@2'-6=20'-0 2'-8
53A1 L4X3-12/ X38/
48A3 L3X3X38/
47A2 L3X3X38/
49A7 L4X3X14/
53A4 L4X3-12/ X38/
47A2 L3X3X38/
45A8 L3X3X38/
48A6 L3X3X38/
TYP
8 10
-TYP-SEE PLAN
EDGE OFSLAB-TYP
FACE OF BEAMWEB'S-TYP
TYP
TYP
5
BOLT 78/ "DIA A325 2 ( 4 )
BOLT 78/ "DIA A325 TC 212/ ( 10 )
1'-3
78/
2N
D &
3R
D F
LR
2N
D &
3R
D F
LR
1'-058/ 5
1'-2
-58/
RO
OF
RO
OF
L3-12/ X3-12/ X38/ x 0'-5
CONT. L4X3-12/ X38/LLV
BOLT 58/ "DIA A325 134/ ( 2 )
BOLT 34/ "DIA A325 2 ( 2 )
4
SECTION ~ C - C1:16
BOLT 58/ "DIA A325 134/( 2 ) (TYP)
ANGLE ASSEMBLYL4X3-12/ X38/ -TYP-SEE PLAN
ANGLES CUT FLUSH AT CORNERS
0"
14/TYP
10
10
ANGLE ASSEMBLYL4X3X14/ -TYP-SEE PLAN
14/TYP
DETAIL -A1:16
ANGLEL4X3X14/SEE PLAN
B
B
5
DETAIL B
PLATEBAR38/ "X12
1 A325X4
1 A325X8
1 A325X4
12/ TYPTYP
33
3
SECTION ~ B - B1:16
4
L4X3X516/[SEE PLAN]
414/+/-
G.C. COORDINATE
+/-
G.C. COORDINATE
SECTION ~ A - AFROM: DRAWING E1TYPICAL OPTIONAL POUR STOP @ CMU's
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
J
J
6 6
5 5
4 4
3 3
2 2
1 1
6) APPROVER VERIFY ALL E PLAN OPENINGS, ELEVATIONS PRIOR TO FAB.5) ALL MEMBERS WITHOUT DIMENSIONS ARE EQUALLY SPACED IN BAYS.4) SEE DRAWING E2 FOR TYPICAL FRAMING & OUTRIGGER CONDITIONS3) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.6 LATES REV.
GENERAL NOTES:
12/27/10A For Approval TMc TAN
04-01-111 For Fabrication F&F TMc TH
3/11/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N. S-4
SSPC-SP3
#30-18, Red Oxide
PLAN @ T.O.S. ELEV. 1879'-9
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TAN
02/25/2011
3-21375
E3 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3RD FLOOR PLAN AT EL. 1879'-91:72
8'-2
38/
5'-0
6'-8
6'-8
6'-0
6'-0
* - MOMENTCONNECTION
67
'-4
114'-0
10
'-0
11'-0
W10
X885C
3
49A9 L4X3X14/
W10
X3310
C1
W10
X3310
C3
W10
X888C
319B4 W24X55
W10
X8811
C242B9 W14X30
52A4 L4X3-12/ X38/
49A8 L6X4X516/
21B4 W24X558'
-27
16/
10'-1
18'
-62'
-28'
-9
SEE SHEET E1 FOR TYPICALSHEAR BAR POSITIONS
10'-8
* - MOMENTCONNECTION
16
'-0
24'-0
49A9 L4X3X14/
A32 L4X4X516/SAFETY CONN.
A36 L4X4X516/SAFETY CONN.
W10
X337C
2
W10
X334C
3
-TYP
-TYP
45A1 L3X3X38/
49A7 L4X3X14/
W10
X491C
1
51A4 L4X3-12/ X38/
18B2 W24X55
46A1 L3X3X38/
46A3 L3X3X38/
17
B1
W2
4X
55
49A18 L4X3-12/ X38/
45A2 L3X3X38/
36B12 W14X34
8'-2
716/
45A2 L3X3X38/ * - MOMENTCONNECTION
* - MOMENTCONNECTION
-TYP
-TYP
-TYP
30
'-4
17
B5
W2
4X
94
49A9 L4X3X14/
45A5 L3X3X38/
45A2 L3X3X38/
51A2 L4X3-12/ X38/
49A9 L4X3X14/
45A5 L3X3X38/
17
B3
W2
4X
55
49A19 L4X3-12/ X38/
W10
X881C
3
W10
X882C
2
25B4 W18X50
37B7 W14X34
25B6 W18X50
37B7 W14X34
37B7 W14X34
37B2 W14X348'
-23
8/
* - MOMENTCONNECTION
14'-4 7'-8 11'-0
W10
X885C
3
W10
X885C
3
19B5 W24X55
51A3 L4X3-12/ X38/
49A9 L4X3X14/
19B5 W24X55
51A3 L4X3-12/ X38/
26
B3
W1
8X
50 39B4 W14X34
29
B6
W1
8X
50 35B6 W14X34
52A12 L4X3X516/
52A10 L4X3X516/
52A14 L4X3X516/
52A15 L4X3X516/
52A13 L4X3X516/
52A11 L4X3X516/
* - MOMENTCONNECTION
18
B5
W2
4X
76 20
B3
W2
4X
68
W10
X334C
1
27B5 W18X40
38B6 W12X19
W10
X338C
1
39B3 W14X30
28B4 W18X40
29
B2
W1
8X
40
44B7 W12X19
44B5 W12X19
38
B1
0W
12
X1
9
38B4 W12X19
41B4 W14X34
42B2 W14X30
41B8 W14X34
42B2 W14X30
42B2 W14X30
42B2 W14X30
26
B5
W1
8X
50
39B9 W14X30
30
B2
W1
8X
50
42B5 W14X30
SECTION TYPICALAT ELEVATOR &STAIR OPENINGS
E2SIMA A
W10
X885C
1
W10
X496C
2
W10
X493C
1
23B3 W24X55
51A6 L4X3-12/ X38/
46A6 L3X3X38/
49A10 L4X3X14/
19B2 W24X55
52A1 L4X3-12/ X38/
46A6 L3X3X38/
20
B2
W2
4X
55
52A3 L4X3-12/ X38/
49A7 L4X3X14/
46A8 L3X3X38/
47A3 L3X3X38/
47A2 L3X3X38/
47A2 L3X3X38/
W10
X499C
1
31B4
W18
X50 41B9 W12X19
-TYP
6'-0
5'-0
45A2 L3X3X38/
49A7 L4X3X14/
45A3 L3X3X38/
45A8 L3X3X38/
* - MOMENTCONNECTION
-TYP
5'-0
-TYP
24'-0
53A2 L4X3-12/ X38/
46A3 L3X3X38/
W10
X3312
C3
W10
X8816
C1 47A2 L3X3X38/
* - MOMENTCONNECTION
7'-8 14'-4
W10
X885C
3
19B5 W24X55
22B4 W24X55
51A3 L4X3-12/ X38/
49A9 L4X3X14/2
9B
6W
18
X5
0
26
B3
W1
8X
5035B8 W14X34 35B7 W14X34
8'-9
2'-2
8'-6
52A12 L4X3X516/
52A9 L4X3X516/
52A12 L4X3X516/
52A14 L4X3X516/
10'-712/
8'-2
34/
* - MOMENTCONNECTION
21
B1
W2
4X
76
22
B2
W2
4X
84
41B8 W14X34
32B4 W18X4036B1 W14X34
36B8 W14X30
W10
X3313
C2
32B2 W18X40
43
B1
W1
4X
43
36B1 W14X34
36B1 W14X34
41B13 W12X19
41B12 W12X19
43B8 W12X19
A32 L4X4X516/SAFETY CONN.
A64 L4X4X516/SAFETY CONN.
30
B2
W1
8X
50
26
B5
W1
8X
50
36B5 W14X30
37B2 W14X34
5'-5
12/
5'-5
12/
-TYP
-TYP
W10
X4915
C3
49A7 L4X3X14/
47A9 L3X3X38/
48A5 L3X3X38/
17
B4
W2
4X
55
47A2 L3X3X38/
47A2 L3X3X38/
* - MOMENTCONNECTION
* - MOMENTCONNECTION
-TYP
-TYP
-TYP
25B6 W18X50
25B4 W18X50
W10
X8816
C2
17
B6
W2
4X
94
53A8 L4X3-12/ X38/
49A9 L4X3X14/
48A3 L3X3X38/
53A3 L4X3-12/ X38/
48A3 L3X3X38/
49A9 L4X3X14/
17
B2
W2
4X
55
* - MOMENTCONNECTION
-TYP
-TYP
W10
X8814
C1
W10
X4912
C1
30B4W
18X50
21
B2
W2
4X
55
49A7 L4X3X14/
47A7 L3X3X38/
47A4 L3X3X38/
45A2 L3X3X38/
45A2 L3X3X38/
21B5 W24X55 18B3 W24X55
52A7 L4X3-12/ X38/
46A6 L3X3X38/
49A10 L4X3X14/ W10
X4915
C153A1 L4X3-12/ X38/
53A4 L4X3-12/ X38/
48A6 L3X3X38/
49A7 L4X3X14/
47A2 L3X3X38/
45A8 L3X3X38/46A6 L3X3X38/
1 1
2 2
3 3
4 4
5 5
6 6
J
J
H
H
G
G
F
F
E
E
D
D
C
C
B
B
A
A
6) APPROVER VERIFY ALL E PLAN OPENINGS, ELEVATIONS PRIOR TO FAB.5) ALL MEMBERS WITHOUT DIMENSIONS ARE EQUALLY SPACED IN BAYS.4) SEE DRAWING E2 FOR TYPICAL FRAMING & OUTRIGGER CONDITIONS3) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.6 LATES REV.
GENERAL NOTES:
12/27/10A For Approval TMc TAN
04-01-111 For Fabrication F&F TMc TH
3/11/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N. S-5 & RFI's
SSPC-SP3
#30-18, Red Oxide
PLAN @ T.O.S. ELEV. 1891'-11-1/4"
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TAN
02/25/2011
3-21375
E4 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
ROOF PLAN AT EL. 1891'-11-14/1:72
10
'-0
6'-4
6'-4
6'-0
6'-0
5'-8
67
'-4
114'-0
11'-0
28B6 W18X35
24
B3
W1
8X
35
W10
X332C
3
W10
X3310
C3
W10
X3313
C2
27
B1
W1
8X
50
39B10 W10X22
31
B1
W1
8X
50
31B5 W18X35
42B6 W12X26
41B9 W12X19
31
B1
W1
8X
50
L6X4X516/ 49A17
27
B1
W1
8X
50
39B11 W10X22
W10
X3314
C3
33
B3
W1
8X
35
5'-2
58/
5'-1
02'
-85
8/7'
-53
4/3'
-65
8/5'
-63
8/
16
'-0
2'-10
10'-4 6'-934/ 3'-612/ 1'-334/
24'-0
51A4 L4X3-12/ X38/
A32 L4X4X516/
45A6 L3X3X38/
46A4 L3X3X38/46A2 L3X3X38/
49A20 L4X3-12/ X38/
45A4 L3X3X38/
49A15 L4X3X14/
-TYP
-TYP
25B2 W18X35W10
X331C
2
24
B1
W1
8X
35
37B13 W10X22
30
'-4
24
B2
W1
8X
55
49A16 L4X3X14/
49A21 L4X3-12/ X38/
49A16 L4X3X14/
51A1 L4X3-12/ X38/
* - MOMENTCONNECTION
34B4 W18X50
37B4 W10X22
W10
X332C
1
37B5 W10X22
* - MOMENTCONNECTION
25B3 W18X50
37B4 W10X22
14'-4
* - MOMENTCONNECTION W
10X33
6C1
49A16 L4X3X14/
51A7 L4X3-12/ X38/
28B6 W18X35
25
B7
W1
8X
50 39B12 W10X22
7'-8
* - MOMENTCONNECTION
W10
X336C
1
49A16 L4X3X14/
51A7 L4X3-12/ X38/
25
B7
W1
8X
50
41B11 W10X22
2'-1
38/
50P1 BAR38/ "X6
40B4 W12X19
42
B1
0W
8X24
40B2 W8X244
2B
10
W8X
24
40B6 W12X19
40B5 W12X19
6'-6
26
B4
W1
8X
50
27
B3
W1
8X
50
A36 L4X4X516/
28B1 W18X40
37B11 W12X19
37B12 W8X24
W10
X334C
1
1'-0
38B1 W8X24
7'-6 2'-10
W10
X334C
328B2 W18X40
38B2 W12X19
38B2 W12X19
38
B8
W8X
24
6'-2
58/
20
B4
W2
4X
55
W10
X337C
2
40B8 W8X24
40
B9
W8X
24
40
B7
W8X
24
41B5 W12X26
44B1 W12X26
42B3 W12X26
2'-2
38/
50P1 BAR38/ "X6
W10
X338C
1
50
B1
W8X
18
41B5 W12X26
44B2 W12X26
42B3 W12X26
45A9 L3X3X38/
45A4 L3X3X38/
45A7 L3X3X38/
51A5 L4X3-12/ X38/
46A5 L3X3X38/
49A15 L4X3X14/
6'-0
5'-0
-TYP
25B1 W18X35
37B6 W10X22
W10
X333C
2
-TYP
51A8 L4X3-12/ X38/
W10
X336C
3
46A5 L3X3X38/
52A2 L4X3-12/ X38/
* - MOMENTCONNECTION
W10
X335C
2
49A16 L4X3X14/
27B2 W18X35
28B5 W18X35
-TYP
SAFETYCONNECTION * - MOMENT
CONNECTION
W10
X338C
2
A32 L4X4X516/
A32 L4X4X516/
29
B3
W18
X35
46A7 L3X3X38/
47A1 L3X3X38/
47A1 L3X3X38/
46A9 L3X3X38/
49A15 L4X3X14/
31B2
W18
X50
24'-0
34B1 W18X35W10
X336C
1
49A16 L4X3X14/
52A8 L4X3-12/ X38/
W10
X3310
C1
W10
X3312
C3
43B10 W10X22
43B9 W10X22
43B11 W10X22
43B10 W10X22
W10
X3316
C3
7'-8
49A16 L4X3X14/
51A7 L4X3-12/ X38/
28B6 W18X35
43B4 W10X22
11'-0
* - MOMENTCONNECTION
W10
X336C
1
25
B7
W1
8X
50
14'-4
* - MOMENTCONNECTION
32
B6
W1
8X
50
6'-2 6'-6
12'-10 7'-6 1'-8
7'-5
34/
42B12 W12X26
43B3 W10X22
43B6 W12X26
5'-1
5'-1
02'
-85
8/
24
B5
W2
4X
55
3'-6
58/
5'-8
43B3 W10X22
43B5 W12X26
44B3 W12X26
22
B3
W2
4X
5544B12 W12X26
42
B1
1W
8X24
42
B1
1W
8X24
43
B2
W8X
24
43
B2
W8X
24
46A4 L3X3X38/
46A2 L3X3X38/
49A15 L4X3X14/-TYP
-TYP
W10
X3314
C2
48A1 L3X3X38/
33
B1
W1
8X
35
48A4 L3X3X38/
* - MOMENTCONNECTION
* - MOMENTCONNECTION
25B3 W18X50
25B3 W18X50
33
B2
W1
8X
55
53A5 L4X3-12/ X38/
49A16 L4X3X14/
53A6 L4X3-12/ X38/
49A16 L4X3X14/
* - MOMENTCONNECTION
33B4 W18X35
38B12 W10X22
W10
X3313
C3
49A16 L4X3X14/
53A1 L4X3-12/ X38/
47A8 L3X3X38/-TYP
W10
X3311
C3
47A5 L3X3X38/
47A5 L3X3X38/
47A6 L3X3X38/
49A15 L4X3X14/
W10
X339C
246A5 L3X3X38/
* - MOMENTCONNECTION
30B5W
18X50
W10
X3311
C1
A32 L4X4X516/ A32 L4X4X516/
52A5 L4X3-12/ X38/
52A6 L4X3-12/ X38/
WELD TO 30B6
30
B6
W1
8X
35
A19 L4X3X14/
32B5 W18X35
32B1 W18X35
-TYP
-TYP
53A7 L4X3-12/ X38/
W10
X3315
C2
45A9 L3X3X38/46A5 L3X3X38/
48A4 L3X3X38/
48A2 L3X3X38/
49A15 L4X3X14/
4
C D E F
5
04-01-111 For Fabrication F&F TMc TH
3/11/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
HOIST BEAM & RTU SUPPORTS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
01/02/2011
TAN
02/25/2011
3-21375
E5 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
6'-0
20'-0
84'
-34'
-11
4'-1
14'
-7
6'-4
6'-4
6'-0
1'-8916/
50
B2
W8X
10
50
B3
W8X
10
50A1 L6X4X516/
50A1 L6X4X516/
50A1 L6X4X516/
50A1 L6X4X516/
50P1 BAR38/ "X6
50A1 L6X4X516/
50B1 W8X18
50
B4
W8X
10
50
B5
W8X
10
50A2 L6X4X516/
50A2 L6X4X516/
50A2 L6X4X516/
50A2 L6X4X516/
PLAN AT EL. 1893'-11-14/
86'
-46'
-4
A A
2'-6
8
2'-0 2'-2116/
C
C50P1 BAR38/ "X6
85'
-86'
-4
4'-7
4'-7
4'-6
B B
10
2'-012/
14'-0
2'-6
PIPE3STD
PIPE3STD
W8X10
L6X4X516/
W8X10
2'-0
EL=
1891
'-111
4/E
L=18
93'-1
114/
A - A
W8X10
EL=
1891
'-111
4/E
L=18
93'-1
114/
2'-0
2'-012/
B - B
58/ A325N
L3X3X516/
PIPE3STD
PIPE3STD
L6X4X516/
W8X10
CONTRACTOR,PLEASE COORDINATE WITH FABRICATORIF CMU WALL WILL BEAR ON PLATES ASSHOWN OR BE BUILT THRU ROOF STEELAND CUT TO FIT AROUND BEAMS
31316/ 21116/21116/ 31316/
712/712/
BAR38/ "X7 12/BAR38/ "X7 12/
2
2 PLC'S ~ FULLY GROUTED
50AB1 ROD58/ X 0'-9 116/
50B1 W8X18 X 8'-650P1 BAR38/ "X6 X 0'-950P1 BAR38/ "X6 X 0'-9
612/ 7'-5 612/
28B2
40B6
C - C
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
1C11 1 W10X49 31'-1" SQ-2 A992 C1
BP11 PL1"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p292 PL3/8"X7 1/4" 1'-0" A36
p511 PL3/8"X14" 1'-3 3/4" A36
p741 PL3/8"X14" 1'-3 1/2" A36
8 1"Ø A325X BOLT 0'-3"
10 3/4"Ø A325N BOLT 0'-2 1/4"
1C21 1 W10X33 7'-10 1/4" SQ-2 A992 C2
p21 BAR1/8"X3" 1'-0" A36
p42 BAR1/8"X6 1/4" 0'-8" A36
p301 BAR3/8"X7" 1'-0" A36
p411 PL5/8"X13 3/4" 1'-2" A36
4 1"Ø A325X BOLT 0'-3 1/4"
1C31 1 W10X88 31'-0 3/4" SQ-2 A992 C3
BP31 PL1 1/4"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p254 BAR3/8"X3" 1'-0" A36
p282 BAR3/8"X12" 1'-6 1/4" A36
p316 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
16 1"Ø A325X BOLT 0'-3 1/2"
10 3/4"Ø A325N BOLT 0'-2 1/2"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
1 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/08/111 Changed Marks & Details TMc TH
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 0 1 0
1 0 0 0 0
ONE - COLUMN - 1C1GRID LOCATION BOTTOM ELEVATION
A/6 1852'-11"WF 9/16"x
x 1/4"10"10"
115
16/1
1516/
234/ 214/
234/234/
5'-1
14/
31'-1
11
25'-1134/
12'-9
14/
12'-914/
RD
11'-4
12/
25'-034/
11
13'-814/
214/234/
p29
p29
1 116/Ø
1 116/Ø
VIEW ~ C - C
C
C
31'-8
14/ (
W10
X49
x 3
1'-1
")
31
2/
31'-578/
23
4/
31'-238/
31
2/
30'-1158/
4'-6
58/
30'-818/
3
26'-112/
3
13'-10
3
25'-1012/
3
25'-712/
11'-6
12/
25'-412/
3
1'-11
3
13'-7
3
1'-8
1'-2
1'-2 3
1'-5
3
13'-4
11'-2
13'-1
134/
31
2/
31'-578/
23
4/31'-238/
31
2/
30'-1158/
4'-6
716/
30'-818/
3
13'-10316/
3
13'-7316/
3
13'-4316/
3
26'-11116/
13'-1
316/
13'-1316/
RD
3
25'-71116/
11'-6
12/
25'-41116/
3
25'-101116/
p29 (F/S)
GA 512/ (F/S)GA 512/ (F/S)
1'-9
BB
1 A325X (TYP)
p22 (B/S)
516/TYP
16'-612/
18'-312/
61'
-9
7
4
4
7
134/
30'-1
15
8/2
34/
11
13
4/1
11
34/
We
st
p23
p23
p29 (F/S) p51 (N/S)
p74 (N/S)
55
3 3
BP1
1C1
1 516/ "Ø ( 4 )
SECTION ~ B - B
ONE - COLUMN - 1C2GRID LOCATION BOTTOM ELEVATION
A/6 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
5
26
p30
p41
1 " A325X ( TYP )
VIEW ~ D - D
E
E
DD
11
6'-8
18/
134/
678/
4
33
36'
-811
16/R
D
3
7'-578/
3
7'-278/
3
6'-1178/
6'-4
6'-878/
31
2/
478/
13
8/
138/ 31
2/
13
8/
2 2
W1
0X
33
x 7
'-101
4/
p2 (F/S)
p30 (F/S) p41 (N/S)
p4
p4
We
st
6'-8
18/
6'-818/
RD
11
7'-718/ 31
8/
7'-1014/
6 458/
2 2
234/ 234/
512/
6'-8
78/
6'-878/3
6'-1178/3
7'-278/3
7'-578/43
8/
7'-1014/
VIEW ~ E - E
ONE - COLUMN - 1C3GRID LOCATION BOTTOM ELEVATION
A/5 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
234/ 234/
p25p25
p25p25
p28
p28
1 116/Ø
1 116/Ø
VIEW ~ I - I
13
4/1
34/
316/
3 333778/5
p25
p25
p28 SECTION ~ H - H
55
3 31 516/ "Ø ( 4 )
BP3
SECTION ~ G - G
I
I 778/
16'-6
14/
18'-3
14/
31'-0
34/
1'-9
1'-9
1'-6
14/
31
2/
31'-558/
31
2/
30'-1138/
4'-3
58/
30'-778/
3
26'-414/
3
26'-114/
3
25'-1014/
41
2/
25'-714/
11'-2
25'-234/
3
14'-034/
3
13'-934/
3
13'-634/
41
2/
13'-334/
11'-2
12'-1114/
3
1'-914/
3
1'-614/
3
1'-314/
41
2/
1'-014/
73
4/
734/
RD
234/
31'-218/
3
1'-734/3
1'-1034/
11'-1
78/
13'-058/3
13'-358/3
13'-658/3
13'-958/
11'-6
12/
25'-418/3
25'-718/3
25'-1018/3
26'-118/
4'-6
34/
30'-778/31
2/
30'-1138/234/
31'-218/31
2/
31'-558/
3
1'-434/
3
1'-134/
10
34/
1034/
p23 p23
31'-8
14/ (
W10
X88
x 3
1'-0
34/)
p28
p32
GA 312/
GA 312/
p31
p31
p28
p32
GA 312/
GA 312/
p31
p31
1 " A325X ( TYP )
GA 512/ (F/S)
p18
GG
-SHIM, WIRE TOSHIP LOOSE, TYP
1'-6
14/
778/
4
We
st
p18
HH TYP TYP
p22 (B/S)
212/
1'-6
14/
3778/
4
28'-9
34/
30'-6
34/
GA 512/ (F/S)
p18
p32
GA 312/
GA 312/
p31
p311 " A325X ( TYP )
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
2C11 1 W10X33 7'-11 3/4" SQ-2 A992 C4
p31 PL1/8"X6 15/16" 1'-0" A36
p181 BAR1/4"X8" 1'-3 3/4" A36
p271 BAR3/8"X12" 1'-3" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p332 BAR1/2"X6 1/4" 0'-8" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
8 1"Ø A325X BOLT 0'-3 1/4"
2C21 1 W10X88 31'-0 3/4" SQ-2 A992 C5
BP31 PL1 1/4"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p254 BAR3/8"X3" 1'-0" A36
p282 BAR3/8"X12" 1'-6 1/4" A36
p316 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
16 1"Ø A325X BOLT 0'-3 1/2"
10 3/4"Ø A325N BOLT 0'-2 1/2"
2C31 1 W10X33 7'-11 3/4" SQ-2 A992 C6
p31 PL1/8"X6 15/16" 1'-0" A36
p181 BAR1/4"X8" 1'-3 3/4" A36
p271 BAR3/8"X12" 1'-3" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p332 BAR1/2"X6 1/4" 0'-8" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
8 1"Ø A325X BOLT 0'-3 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
2 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
1 0 0 0 0
0 0 0 1 0
ONE - COLUMN - 2C1GRID LOCATION BOTTOM ELEVATION
A/5 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
234/
23
4/
516/
516/
51
2/
51
2/
p33 p33
SECTION ~ A - A
316/
31
2/
5
3333738/
13
4/1
34/
1 116/Ø
p32
p31
SECTION ~ B - B
GA 312/
GA 312/
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
1'-6
14/
3
7'-21116/
3
6'-111116/
6'-3
1316/
6'-81116/
31
2/
478/
13
8/
138/
RD
1316/
7'-1
01
4/6'
-41
4/
31
2/
13
8/
412/
W1
0X
33
x 7
'-113
4/
212/
63
33
6'-8
34/
1 " A325X ( TYP )
1 116/ "Ø
p18
p27
p3
We
st
p32
(F/S
)
p31
p31
A Ap34 (B/S)4
BB
CC
NO PAINT
738/
3
7'-51116/
-SHIM, WIRE TOSHIP LOOSE, TYP
22
4 31
2/
738/ 3 3 3 3 134/
p31
1 116/Ø
1 116/Ø
p18
p2
7
SECTION ~ C - C
ONE - COLUMN - 2C2GRID LOCATION BOTTOM ELEVATION
A/4 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
N
N 778/
3
13'-91516/
4'-6
716/
30'-778/
3
25'-7716/
23
4/
31'-218/
3
1'-434/
3
25'-10716/3
26'-1716/
3
1'-734/
31
2/
31'-558/
3
1'-1034/
1'-9
1'-9
11'-2
25'-234/ 41
2/
25'-714/
31'-314/ 3
1'-614/
4'-3
58/
30'-778/
23
4/
31'-218/ 31
2/
31'-558/
31
2/
30'-1138/
3
1'-914/
3
25'-1014/ 3
26'-114/ 3
26'-414/
3
13'-634/ 3
13'-934/ 3
14'-034/
41
2/
13'-334/
11'-2
12'-1114/
41
2/
1'-014/
73
4/
734/
RD
31'-8
14/ (
W10
X88
x 3
1'-0
34/) 18'-314/
16'-614/
6
31'-034/
30'-634/
28'-934/
p28
p18
p23
p23
MM
LL
-SHIM, WIRE TOSHIP LOOSE, TYP
TYP TYP
p22 (B/S)
22
778/
3778/
1'-6
14/
2 2
1'-6
14/
1'-6
14/
212/
31
2/
31'-558/
10
34/
1034/3
1'-134/
11'-2
316/
13'-01516/
31
2/
30'-1138/
11'-6
12/
25'-4716/
3
13'-31516/3
13'-61516/
We
st
GA 512/ (F/S)
p31
p31
GA 312/
GA 312/
p32
p28
p31
p31
GA 312/
GA 312/
p32
p31
p31
GA 312/
GA 312/
p32
p18
p18
GA 512/ (F/S)
3 3
55
1 516/ "Ø ( 4 )
BP3
SECTION ~ L - L
316/
13
4/1
34/
5 3 3 3778/ 3
p28
p25
p25
SECTION ~ M - M
234/ 234/
1 116/Ø
1 116/Ø
p28
p28
p25p25
p25 p25
VIEW ~ N - N
ONE - COLUMN - 2C3GRID LOCATION BOTTOM ELEVATION
A/4 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
31
2/
333738/ 3
1 116/Ø
p31
1 116/Ø
p18
p2
7
VIEW ~ J - J
H H
JJ
II
GA 312/
GA 312/
GA 4
-SHIM, WIRE TOSHIP LOOSE, TYP
p34 (B/S)
NO PAINT
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
1'-6
14/
738/
4
6'-4
14/
7'-1
11
16/
31
2/
13
8/
W1
0X
33
x 7
'-113
4/
31
2/
478/
13
8/
138/
RD
6'-4
6'-878/3
6'-1178/
3
7'-578/
3
7'-278/
41
2/
6'-834/ 3
6'-1134/ 3
7'-234/
6'-4
14/
6'-414/
3
7'-534/
6
7'-1134/
We
st
p3
p18
1 116/Ø
1 " A325X ( TYP )
p3
2(F
/S)
p31
p31
13
4/1
34/
316/
31
2/
22
5
3738/ 333
1'-0
1 116/Ø
p32
p31
SECTION ~ I - I
23
4/2
34/
516/
516/
51
2/
51
2/
p33p33
SECTION ~ H - H
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
3C11 1 W10X49 31'-1" SQ-2 A992 C7
BP11 PL1"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p292 PL3/8"X7 1/4" 1'-0" A36
p722 PL3/8"X14" 1'-3 3/4" A36
8 1"Ø A325X BOLT 0'-3"
10 3/4"Ø A325N BOLT 0'-2 1/4"
3C21 1 W10X33 7'-10 1/4" SQ-2 A992 C8
p21 BAR1/8"X3" 1'-0" A36
p42 BAR1/8"X6 1/4" 0'-8" A36
p301 BAR3/8"X7" 1'-0" A36
p701 PL5/8"X13 3/4" 1'-2 7/8" A36
4 1"Ø A325X BOLT 0'-3 1/4"
3C31 1 W10X49 28'-9 1/4" SQ-2 A992 C9
BP31 PL1 1/4"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
3 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 0 1 0
1 0 0 0 0
ONE - COLUMN - 3C1GRID LOCATION BOTTOM ELEVATION
A/2 1852'-11"WF 9/16"x
x 1/4"10"10"
33
55
BP1
3C1
1 516/ "Ø ( 4 )
SECTION ~ B - B
C
C
11'-6
12/
25'-412/
31'-8
14/ (
W10
X49
x 3
1'-1
")
28'-9
18/
11'-6
12/
25'-41116/
1'-9
18'-312/
16'-612/
p23 p23
We
st
GA 512/ (F/S)
GA 512/ (F/S)
p29 (N/S)
1 " A325X ( TYP )
p72 (F/S)
p72 (F/S)
p29 (N/S)
1 " A325X ( TYP )
BB
GA 512/ (F/S)
3
13'-10
3
13'-7
3
13'-4
13'-1
13'-1
RD
1'-2
33
3
3
13'-10316/
3
13'-7316/
3
13'-4316/
13'-1
316/
13'-1316/
4
2
7234/
11
115
16/
316/
HH
p22 (B/S)
316/ 3
26'-112/
3
25'-1012/
3
25'-712/
1'-9
31
2/23
4/3
12/
3
26'-11116/
3
25'-101116/
3
25'-71116/
4
234/ 7
2
11
115
16/
6
31'-1
30'-7
28'-10
11'-4
12/
25'-034/
3
25'-101116/ 3
26'-11116/
3
25'-71116/
3
13'-10316/
3
13'-7316/
3
13'-4316/
11'-6
12/
25'-41116/
13'-1
316/
13'-1316/
RD
p29
p29
1 116/Ø
1 116/Ø
VIEW ~ C - C
12'-9
14/
12'-914/
11
13'-814/
512/
234/234/
4'-8
38/
30'-818/31
2/
30'-1158/234/
31'-238/31
2/
31'-578/
11
25'-1134/
ONE - COLUMN - 3C2GRID LOCATION BOTTOM ELEVATION
A/2 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
2
5
678/134/
p2p30
p70
1 " A325X ( TYP )
VIEW ~ D - D
E
E
DD
GA 512/ (N/S)
134/
6'-8
18/
7'-7
18/
678/
4
13
8/
W1
0X
33
x 7
'-101
4/
13
8/
138/
RD 3
12/
478/
6'-3
1316/
6'-81116/ 3
6'-111116/ 3
7'-21116/ 3
7'-51116/
11
4/
p2 (N/S)
p30 (N/S) p70 (F/S)
p4
p4
We
st
234/ 234/
3
7'-578/
3
7'-278/
3
6'-1178/
6'-8
78/
6'-878/
RD
6'-3
14/
6'-818/
11
7'-718/
138/
138/31
2/
478/
2 2 4
512/
VIEW ~ E - E
ONE - COLUMN - 3C3GRID LOCATION BOTTOM ELEVATION
B/5 1842'-11"WF 9/16"x
x 1/4"10"10"
p22 (B/S)
10'-5
14/
10'-514/
RD
11'-1
0
22'-834/
51
2/
23'-214/
51
2/
10'-1034/
4
28'-4
38/
28'-438/31
2/
28'-778/23
4/
28'-1058/31
2/
29'-218/
10'-4
34/
10'-434/3
10'-734/3
10'-1034/3
11'-134/3
11'-434/3
11'-734/3
11'-1034/
10'-9
12/
22'-814/3
22'-1114/3
23'-214/3
23'-514/3
23'-814/3
23'-1114/3
24'-214/
29'-4
34/ (
W10
X49
x 2
8'-9
14/)
3
11'-734/ 3
11'-1034/
11'-3
12/
23'-214/ 3
23'-514/ 3
23'-814/ 3
23'-1114/ 3
24'-214/
10'-1
03
4/
10'-1034/ 3
11'-134/ 3
11'-434/
23
4/
28'-1058/
31
2/
28'-778/
4'-2
18/
28'-438/
31
2/
29'-218/
GA 512/ (F/S)
GG
14'-234/
1'-9
15'-1134/
26'-614/
1'-9
28'-314/
6
28'-914/
2 2GA 512/ (F/S)
Nor
th
p23
p23
55
3 3
BP3
1 516/ "Ø ( 4 )
SECTION ~ G - G
516/
234/ 7
23
4/2
34/
p29
p72
SECTION ~ H - H
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
4C11 1 W10X33 20'-1 3/4" SQ-2 A992 C10
p662 BAR1/8"X6 1/4" 0'-8" A36
4C21 1 W10X49 28'-9 1/4" SQ-2 A992 C11
BP31 PL1 1/4"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
4C31 1 W10X33 20'-1 3/4" SQ-2 A992 C12
p42 BAR1/8"X6 1/4" 0'-8" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
4 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 1 0 0
1 0 0 0 0
0 0 1 0 0
ONE - COLUMN - 4C1GRID LOCATION BOTTOM ELEVATION
B/5 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
AA
10'-012/
11'-912/
4
2 2
W10
X33
x 2
0'-1
34/
3
19'-1034/
3
19'-734/
3
19'-434/
3
19'-134/
11'-2
14/
18'-1034/
3
7'-812/
3
7'-512/
3
7'-212/
3
6'-1112/
3
6'-812/
3
6'-512/
5'-9
58/
6'-212/
31
2/
478/
13
8/
138/
RD
3
19'-1034/
3
19'-734/
3
19'-434/
3
19'-134/
11'-2
14/
18'-1034/
3
7'-812/
3
7'-512/
3
7'-212/
3
6'-1112/
6'-3
58/
6'-812/
31
2/
478/
13
8/
138/
22
51
2/51
2/
18'-5
14/
6'-3
p66p66N
orth
23
4/2
34/
51
2/
VIEW ~ A - A
ONE - COLUMN - 4C2GRID LOCATION BOTTOM ELEVATION
B/4 1842'-11"WF 9/16"x
x 1/4"10"10"
33
55
BP3
1 516/ "Ø ( 4 )
SECTION ~ C - C
14'-234/
15'-1134/
26'-614/
28'-314/
6
28'-914/
4
3
11'-734/
3
11'-434/
3
11'-134/
31
2/
29'-218/
10'-1
034/
10'-1034/
RD
23
4/
28'-1058/
31
2/
28'-778/
4'-2
18/
28'-438/
3
24'-214/
3
23'-1114/
3
23'-814/
3
23'-514/
3
23'-214/
3
22'-1114/
10'-9
12/
22'-814/
3
11'-1034/
10'-4
34/
10'-434/ 3
10'-734/ 3
10'-1034/ 3
11'-134/ 3
11'-434/ 3
11'-734/ 3
11'-1034/
10'-9
12/
22'-814/ 3
22'-1114/ 3
23'-214/ 3
23'-514/ 3
23'-814/ 3
23'-1114/ 3
24'-214/
4'-2
18/
28'-438/ 31
2/
28'-778/ 23
4/
28'-1058/ 31
2/
29'-218/
2 2p23 p23
CC
p22 (B/S)
1'-9
1'-9
29'-4
34/ (
W10
X49
x 2
8'-9
14/)
Nor
th
GA 512/ (F/S)
GA 512/ (F/S)
ONE - COLUMN - 4C3GRID LOCATION BOTTOM ELEVATION
B/4 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
51
2/
23
4/2
34/
SECTION ~ D - D
W10
X33
x 2
0'-1
34/
13
8/
138/
RD 3
12/
478/
6'-3
58/
6'-812/3
6'-1112/3
7'-212/3
7'-512/3
7'-812/
11'-2
14/
18'-1034/3
19'-134/3
19'-434/3
19'-734/3
19'-1034/
2 2
13
8/
138/ 31
2/
478/
5'-9
58/
6'-212/ 3
6'-512/ 3
6'-812/ 3
6'-1112/ 3
7'-212/ 3
7'-512/ 3
7'-812/
11'-2
14/
18'-1034/ 3
19'-134/ 3
19'-434/ 3
19'-734/ 3
19'-1034/
4
10'-012/
11'-912/
Nor
th p4p4
DD
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
5C11 1 W10X88 31'-0 3/4" SQ-2 A992 C13
BP31 PL1 1/4"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p254 BAR3/8"X3" 1'-0" A36
p282 BAR3/8"X12" 1'-6 1/4" A36
p316 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
16 1"Ø A325X BOLT 0'-3 1/2"
10 3/4"Ø A325N BOLT 0'-2 1/2"
5C21 1 W10X33 7'-11 3/4" SQ-2 A992 C14
p31 PL1/8"X6 15/16" 1'-0" A36
p181 BAR1/4"X8" 1'-3 3/4" A36
p271 BAR3/8"X12" 1'-3" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p332 BAR1/2"X6 1/4" 0'-8" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
8 1"Ø A325X BOLT 0'-3 1/4"
5C34 4 W10X88 31'-0 3/4" SQ-2 A992 C15
BP34 PL1 1/4"X14" 1'-2" A36
p1812 BAR1/4"X8" 1'-3 3/4" A36
p228 PL3/8"X5 1/2" 0'-6 3/4" A36
p238 BAR3/8"X8" 1'-0 1/2" A36
p2516 BAR3/8"X3" 1'-0" A36
p288 BAR3/8"X12" 1'-6 1/4" A36
p3124 BAR9/16"X8" 1'-4 1/4" A572-50
p3212 BAR5/16"X5" 1'-0" A36
64 1"Ø A325X BOLT 0'-3 1/2"
40 3/4"Ø A325N BOLT 0'-2 1/2"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
5 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 0 1 0
4 0 0 0 0
4 - COLUMNS - 5C3GRID LOCATION BOTTOM ELEVATION
D/6 1852'-11"
F/6 1852'-11"
H/6 1852'-11"
B/6 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
234/234/
p25p25
p25p25
p28
p28
1 116/Ø
1 116/Ø
K - K
13
4/1
34/
316/
5 778/ 3 3 3 3
p25
p25
p28
SECTION ~ J - J
55
3 31 516/ "Ø ( 4 )
BP3
SECTION ~ I - I
II
JJ
K
K
778/
p32
GA 312/
GA 312/
p31
p31
p28
p32
GA 312/
GA 312/
p31
p31
1 " A325X ( TYP )
GA 512/ (F/S)GA 512/ (F/S)
31'-8
14/ (
W10
X88
x 3
1'-0
34/)
11'-6
12/
25'-4716/
1'-9
25'-2
34/
33
34
12/
12'-1
114/
412/
734/
RD
312/
33
33
12/
3
30'-634/
6
31'-034/
16'-614/
28'-934/
18'-314/
p18
p18
p18
p32
GA 312/
GA 312/
p31
p311 " A325X ( TYP )
p28
Sou
th
p23
p23
-SHIM, WIRE TOSHIP LOOSE, TYP
NO PAINT
NO PAINT
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
1'-6
14/
1'-6
14/
778/
4
1'-1
34/
1'-134/
3
1'-734/
3
1'-434/
3
13'-31516/3
13'-61516/3
13'-91516/
11'-2
316/
13'-01516/
3
1'-1034/
33
TYPTYP
p22 (B/S)
NO PAINT
212/
1'-6
14/
3778/
4
3
26'-1716/
3
25'-10716/
312/
31'-558/
23
4/
31'-218/
3
25'-7716/
4'-6
716/
30'-778/31
2/
30'-1138/
312/
31'-558/
1'-9
23
4/30
'-77
8/4
12/
ONE - COLUMN - 5C2GRID LOCATION BOTTOM ELEVATION
B/2 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
23
4/2
34/
14/
14/ 5
12/
51
2/
p33
p33
SECTION ~ E - E
316/
31
2/
5
3333738/
13
4/13
4/
1 116/ "Ø
p32
p31
SECTION ~ F - F
FF
GG
E E
-SHIM, WIRE TOSHIP LOOSE, TYP
p34 (B/S)
NO PAINT
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
738/
4
3
7'-578/
3
7'-278/
3
6'-1178/
6'-4
6'-878/
31
2/
478/
13
8/
138/1'
-61
4/6'
-41
4/
31
2/3
12/
13
8/
412/
W1
0X
33
x 7
'-113
4/
212/
63
33
6'-8
34/
RD
1 " A325X ( TYP )
1 116/Ø
p18
p3
Nor
th
p3
2(F
/S)
p31
p31
4
3738/ 3 134/33
312/
22
1 116/Ø
p31
1 116/ "Ø
p18
p2
7
SECTION ~ G - G
ONE - COLUMN - 5C1GRID LOCATION BOTTOM ELEVATION
B/2 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
O
O
GA 312/
GA 312/
p31
p31
1 " A325X ( TYP )
p25 (N/S)
p25
GA 312/
GA 312/
p31
p31
p25 (N/S)
p32
GA 312/
GA 312/
p18
p23
p23
31'-8
14/ (
W10
X88
x 3
1'-0
34/)
11'-6
12/
25'-4716/
31
2/
31'-558/
2 2
4
2
778/
1'-1
17
8/1'
-61
4/
1'-9
212/
1'-6
14/
1'-9
28'-934/
30'-634/
6
31'-034/
18'-314/
16'-614/
p18
p18
p25
Sou
th
GA 512/ (F/S)
GA 512/ (F/S)
1 " A325X ( TYP )
p31
p31MM
- SHIM, WIRE TOSHIP LOOSE, TYP
NO PAINT
NO PAINT
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
37
34/
RD
41
2/12
'-55
8/7
516/
33
33
3
3
1'-1034/
3
1'-734/
3
1'-434/
1'-1
34/
1'-134/
3
13'-91516/
3
13'-61516/
3
13'-31516/
11'-2
316/
13'-01516/
NN TYP TYP
p22 (B/S)
NO PAINT
25'-2
34/
41
2/3
33
23
4/
31'-218/
4'-6
716/
30'-778/
3
26'-1716/
3
25'-10716/
3
25'-7716/
31
2/
30'-1138/
31
2/
31'-558/
33
55
1 516/ "Ø ( 4 )
BP3
SECTION ~ M - M
13
4/1
34/ 3
16/
33 38/3 3 5778/
918/
p31
p28
p25
p32
SECTION ~ N - N
234/ 234/
p25
p28
BP3
p32
p25
p251 116/
Ø
1 116/Ø
VIEW ~ O - O
5C1
p28
p25
p22p22
p23
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
6C14 4 W10X33 7'-11 3/4" SQ-2 A992 C16
p34 PL1/8"X6 15/16" 1'-0" A36
p184 BAR1/4"X8" 1'-3 3/4" A36
p274 BAR3/8"X12" 1'-3" A36
p318 BAR9/16"X8" 1'-4 1/4" A572-50
p324 BAR5/16"X5" 1'-0" A36
p338 BAR1/2"X6 1/4" 0'-8" A36
p348 PL1/16"X2 3/4" 0'-6 3/4" A36
32 1"Ø A325X BOLT 0'-3 1/4"
6C21 1 W10X49 31'-1" SQ-2 A992 C17
BP11 PL1"X14" 1'-2" A36
p192 PL3/8"X14" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p292 PL3/8"X7 1/4" 1'-0" A36
8 1"Ø A325X BOLT 0'-3"
10 3/4"Ø A325N BOLT 0'-2 1/4"
6C31 1 W10X33 7'-10 1/4" SQ-2 A992 C18
p21 BAR1/8"X3" 1'-0" A36
p301 BAR3/8"X7" 1'-0" A36
p421 PL5/8"X13 3/4" 1'-2 7/8" A36
p662 BAR1/8"X6 1/4" 0'-8" A36
4 1"Ø A325X BOLT 0'-3 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
6 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 4 0
1 0 0 0 0
0 0 0 1 0
4 - COLUMNS - 6C1GRID LOCATION BOTTOM ELEVATION
D/6 1884'-1"
F/6 1884'-1"
H/6 1884'-1"
B/6 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
516/
516/
512/
23
4/2
34/
p33p33
VIEW ~ A - A
316/
31
2/
5
738/33331
34/
134/
212/
1 116/Ø
p31
SECTION ~ B - B
31
2/
738/3333
316/
134/
134/
22
4
1 116/Ø1 116/
Ø
p27
p3
p18p31
SECTION ~ C - C
CC
BB
A A
SHIM, WIRE TOSHIP LOOSE, TYP
p34 (B/S)
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
738/
4
13
8/
138/ 312/
478/
6'-4
6'-878/ 3
6'-1178/ 3
7'-278/ 3
7'-578/
57
8/
7'-1134/
6'-8
34/
33
36
1316/
7'-1
01
4/6'
-41
4/
312/
13
8/
13
8/
W1
0X
33
x 7
'-113
4/
212/
22
1 " A325X ( TYP )
1 116/Ø
p3
Nor
th
p18
p31
p31
p32
(F/S
)
ONE - COLUMN - 6C2GRID LOCATION BOTTOM ELEVATION
C/2 1852'-11"WF 9/16"x
x 1/4"10"10"
CC
G
G
TYPTYP
1'-9
16'-612/
1'-9
18'-312/
28'-10
30'-7
6
31'-1
1
4
2
115
16/1
11
1516/
11
2 2
134/13
'-13
16/
13'-1316/
RD
3
13'-4316/3
13'-7316/3
13'-10316/
11'-6
12/
25'-41116/3
25'-71116/3
25'-101116/3
26'-11116/
31'-8
14/ (
W10
X49
x 3
1'-1
")
33
3
134/
GA 512/ (F/S)
Nor
th
p23
p23
GA 512/ (F/S)
A325X ( 4 )
A325X ( 4 )
p19 (F/S)
p19 (F/S)
1'-5
33
13'-1
33
325
'-41
2/
23
4/2
34/
5
5
p19
p29
SECTION ~ F - F
55
3 3
BP1
1 516/ "Ø
SECTION ~ E - E
234/234/
31
2/
30'-1158/
4'-8
38/
30'-818/
11
25'-1134/
11'-4
12/
25'-034/
11
13'-814/
12'-9
14/
12'-914/
RD
p29
p29
1 116/Ø
p22
1 116/Ø
p22
VIEW ~ G - G
ONE - COLUMN - 6C3GRID LOCATION BOTTOM ELEVATION
C/2 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
2
5
678/2
p2p30
p42
SECTION ~ H - H
I
I
HH
GA 512/ (F/S)
4
13
8/
138/ 31
2/
478/
6'-3
1316/
6'-81116/ 3
6'-111116/ 3
7'-21116/ 3
7'-51116/
13
8/
31
2/
W1
0X
33
x 7
'-101
4/
22
678/2
11
6'-8
18/
17
16/
p2 (N/S)
p30 (N/S) p42 (F/S)
p66
p66
Nor
th
1 " A325X ( TYP )
11
7'-718/
6'-8
18/
6'-818/
31
2/
13
8/
214/ 42
512/
6'-8
78/
6'-878/
RD
3
7'-578/
3
7'-278/
3
6'-1178/
234/234/
1 116/Ø
VIEW ~ I - I
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
7C11 1 W10X49 28'-9 1/4" SQ-2 A992 C19
BP31 PL1 1/4"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
7C21 1 W10X33 20'-1 3/4" SQ-2 A992 C20
p42 BAR1/8"X6 1/4" 0'-8" A36
7C31 1 W10X45 28'-9" SQ-2 A992 C21
BP21 PL1 1/2"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
7 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 1 0 0
1 0 0 0 0
ONE - COLUMN - 7C1GRID LOCATION BOTTOM ELEVATION
D/5 1842'-11"WF 9/16"x
x 1/4"10"10"
26'-614/
10'-9
12/
22'-814/
3
23'-514/ 323'-814/
11'-3
12/
23'-214/
3
23'-1114/ 3
24'-214/
4'-2
18/
28'-438/ 31
2/
28'-778/ 23
4/
28'-1058/ 312/
29'-218/
29'-4
34/ (
W10
X49
x 2
8'-9
14/)
GA 512/ (F/S)GA 512/ (F/S)
Nor
th
p23
p23
BB
1'-9
4
14'-234/
15'-1134/
3
11'-1034/
3
11'-134/
3
10'-1034/
3
10'-734/
3
11'-734/
10'-4
34/
10'-434/
RD
3
11'-434/
10'-1
03
4/
10'-1034/ 3
11'-134/ 3
11'-434/ 3
11'-734/ 3
11'-1034/
p22 (B/S)
1'-92 2
4
4
28'-314/
6
28'-914/
312/
29'-218/
23
4/
28'-1058/
31
2/
28'-778/
4'-2
18/
28'-438/
3
24'-214/
3
23'-1114/
3
23'-814/
3
23'-514/
3
23'-214/
3
22'-1114/
55
3 3
BP3
1 516/ "Ø ( 4 )
SECTION ~ B - B
ONE - COLUMN - 7C2GRID LOCATION BOTTOM ELEVATION
D/5 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
CC
4
1'-9
10'-012/
11'-912/
2 2
22
4
W10
X33
x 2
0'-1
34/
3
19'-1034/
3
19'-734/
3
19'-434/
3
19'-134/
11'-2
14/
18'-1034/
3
7'-812/
3
7'-512/
3
7'-212/
3
6'-1112/
6'-3
58/
6'-812/
31
2/
478/
13
8/
138/
3
19'-1034/
3
19'-734/
3
19'-434/
3
19'-134/
3
18'-1034/
3
18'-734/
10'-8
14/
18'-434/
3
7'-812/
3
7'-512/
3
7'-212/
3
6'-1112/
3
6'-812/
3
6'-512/
5'-9
58/
6'-212/
31
2/
478/
13
8/
138/
RD
p4
p4
Nor
th
GA 512/ GA 512/
234/
23
4/
51
2/
VIEW ~ C - C
ONE - COLUMN - 7C3GRID LOCATION BOTTOM ELEVATION
D/4 1842'-11"WF 5/8"x
x 3/8"10 1/8"8"
1'-9
1'-9
23'-5
12/
23'-512/
26'-6
28'-3
6
28'-9
14'-212/
15'-1112/
11'-3
12/
23'-2
10'-4
12/
10'-412/ 3
10'-712/ 3
10'-1012/ 3
11'-112/ 3
11'-412/ 3
11'-712/ 3
11'-1012/
10'-9
12/
22'-8 3
22'-11
3
23'-8 3
23'-11
3
23'-5
3
23'-2
4'-2
18/
28'-418/
3
24'-2
31
2/
28'-758/ 23
4/
28'-1038/ 31
2/
29'-178/
29'-4
34/ (
W10
X45
x 2
8'-9
")
GA 512/ (F/S)GA 512/ (F/S)
Nor
th
p23p23
EE
4
10'-1
01
2/
10'-1012/
RD
3
11'-112/3
11'-412/3
11'-712/3
11'-1012/
p22 (B/S)
3
24'-212/
3
23'-1112/
3
23'-812/
4
4
28'-4
18/
23
4/28
'-41
8/3
12/
31
2/2
34/
3
23'-11
3
23'-53
23'-8
3
24'-2
55
3 3
BP2
1 516/ "Ø ( 4 )
SECTION ~ E - E
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
8C11 1 W10X33 20'-1 3/4" SQ-2 A992 C22
p672 PL3/16"X6 1/4" 0'-8" A36
8C21 1 W10X33 7'-11 3/4" SQ-2 A992 C23
p181 BAR1/4"X8" 1'-3 3/4" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p332 BAR1/2"X6 1/4" 0'-8" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
8C31 1 W10X88 31'-0 3/4" SQ-2 A992 C24
BP31 PL1 1/4"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p316 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
10 3/4"Ø A325N BOLT 0'-2 1/2"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
8 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 1 0 0
0 0 0 1 0
1 0 0 0 0
ONE - COLUMN - 8C1GRID LOCATION BOTTOM ELEVATION
D/4 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
51
2/
23
4/2
34/
VIEW ~ A - A
AA
1'-9
10'-012/
11'-912/
4
7'-0
7'-03
7'-33
7'-63
7'-9
W10
X33
x 2
0'-1
34/
3
7'-812/
3
7'-512/
3
7'-212/
31
2/
478/
13
8/
138/
RD
3
6'-1112/
6'-3
58/
6'-812/
3
19'-1034/
3
19'-734/
3
19'-434/
3
19'-134/
11'-2
14/
18'-1034/
11'-2
14/
18'-1034/
2 2
13
8/
138/ 31
2/
478/
5'-9
58/
6'-212/ 3
6'-512/ 3
6'-812/ 3
6'-1112/ 3
7'-212/ 3
7'-512/ 3
7'-812/
10'-8
14/
18'-434/ 3
18'-734/ 3
18'-1034/ 3
19'-134/ 3
19'-434/ 3
19'-734/ 3
19'-1034/
p67p67N
orth
ONE - COLUMN - 8C2GRID LOCATION BOTTOM ELEVATION
D/3 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
23
4/ 31
2/
3 3 134/3738/ 3
p18p31
1 116/Ø
VIEW ~ D - D
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
W1
0X
33
x 7
'-113
4/
41
2/
13
8/
31
2/3
12/
2 2
738/
1'-6
14/
7'-1012/
6'-4
14/
6'-414/
3
7'-714/
37'-414/
3
7'-114/
3
6'-1014/
53
16/
6'-714/
5'-9
316/
6'-2116/
31
2/
478/
13
8/
138/
6'-8
34/
RD
63
33
1 116/Ø
p18
Nor
th
p3
2(F
/S)
p31
p31
B B
p34 (B/S)
DD
CC
NO PAINT
2 2212/ -SHIM, WIRE TO
SHIP LOOSE, TYP
31
2/
316/
738/ 3 33 3
234/
1 116/Ø
p32
p31
SECTION ~ C - C
51
2/
51
2/
14/
14/
23
4/2
34/
p33p33
VIEW ~ B - B
ONE - COLUMN - 8C3GRID LOCATION BOTTOM ELEVATION
D/3 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
2
8C3
p22p22
p23
BP3
p32
VIEW ~ H - H
234/234/
234/
316/
134/
13
4/
33 3 538/778/3
p32
p31
SECTION ~ G - G
55
3 3 1 516/ "Ø ( 4 )
BP3
SECTION ~ F - F
H
H
778/
31'-8
14/ (
W10
X88
x 3
1'-0
34/)
10'-9
12/
24'-1134/
1'-9
18'-314/
p31
p32
(N/S
)
GA 312/
GA 312/
p31
p31
p32
(N/S
)
p32
GA 312/
GA 312/
p31
p31
GA 512/ (F/S)
GA 512/ (F/S)
FF
- SHIM, WIRE TOSHIP LOOSE, TYP
41'
-61
4/1'
-61
4/
2
33
41
2/4
12/
33
12'-1
114/
33
73
4/R
D
3
1'-514/
1'-2
14/
1'-214/
3
13'-514/
3
13'-214/
3
12'-1114/
10'-9
12'-814/
3
1'-1114/
3
1'-814/
3
14'-214/
3
13'-1114/
3
13'-814/
16'-614/
Sou
th
p18
p18
GG TYP TYP3
2 2
4
212/
1'-6
14/
33
34
12/
25'-2
34/
4'-2
18/
30'-778/
3
26'-534/
3
26'-234/
3
25'-1134/
3
25'-834/
3
25'-534/
3
25'-234/
31
2/
30'-1138/ 23
4/
31'-218/ 312/
31'-558/
1'-9
30'-634/
28'-934/
6
31'-034/
p23
p23
p18
GA 312/
GA 312/
p31
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
9C11 1 W10X49 29'-1" SQ-2 A992 C25
BP11 PL1"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p231 BAR3/8"X8" 1'-0 1/2" A36
p461 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
9C21 1 W10X33 7'-10 1/4" SQ-2 A992 C26
p41 BAR1/8"X6 1/4" 0'-8" A36
p451 BAR1/8"X6 1/4" 0'-8" A36
9C31 1 W10X49 28'-9 1/4" SQ-2 A992 C27
BP31 PL1 1/4"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
9 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/08/111 Changed Marks & Details TMc TH
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 0 1 0
1 0 0 0 0
ONE - COLUMN - 9C1GRID LOCATION BOTTOM ELEVATION
E/1 1854'-11"WF 9/16"x
x 1/4"10"10"
512/
2 2
4
234/234/
VIEW ~ C - C
BB
C
C
p22 (B/S)
29'-8
14/ (
W10
X49
x 2
9'-1
")
28'-8
18/
23
4/31
2/3
12/
28'-1
15
8/1
38/ 13
8/
11'-2
12/
11'-212/
RD
3
11'-512/
4'-2
18/
28'-818/312/
28'-1158/23
4/
29'-238/
3
11'-812/
31
2/
29'-578/
3
11'-1112/3
12'-212/
11'-3
12/
23'-63
23'-93
24'-03
24'-33
24'-6
4
6
29'-1
28'-7
26'-10
16'-312/
14'-612/
1'-9
1'-9
p46
p23
Nor
th
GA 512/ (F/S) GA 512/ (F/S)
33
55
BP1
1 516/ "Ø ( 4 )
SECTION ~ B - B
ONE - COLUMN - 9C2GRID LOCATION BOTTOM ELEVATION
E/1 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
E
E4
W1
0X
33
x 7
'-101
4/
22
31
2/
13
8/
p45
p4
Nor
th
GA 512/
31
2/
13
8/
512/
2 2
234/234/
3
7'-1014/
3
7'-714/
3
7'-114/
3
6'-1014/
3
7'-414/
6'-7
14/
6'-714/
RD
VIEW ~ E - E
ONE - COLUMN - 9C3GRID LOCATION BOTTOM ELEVATION
F/5 1842'-11"WF 9/16"x
x 1/4"10"10"
33
55
BP3
1 516/ "Ø ( 4 )
SECTION ~ G - G
GG
p22 (B/S)
14'-234/
1'-9
15'-1134/
26'-614/
1'-9
28'-314/
6
28'-914/
2 2
29'-4
34/ (
W10
X49
x 2
8'-9
14/)
13
8/1
38/
31
2/
29'-218/
23
4/
28'-1058/
31
2/
28'-778/
3
11'-1114/
3
11'-814/
3
11'-514/
4'-1
58/
28'-438/
11'-2
14/
11'-214/
3
24'-234/
3
23'-1134/
3
23'-834/
11'-6
12/
23'-534/
2
4
4
10'-9
12/
22'-814/
31
2/
29'-218/
23
4/
28'-1058/
31
2/
28'-778/
4'-2
18/
28'-438/
3
24'-214/
3
23'-1114/
3
23'-814/
3
23'-514/
11'-3
12/
23'-214/
3
11'-1034/
3
11'-734/
3
11'-434/
3
11'-134/
10'-1
034/
10'-1034/
p23
p23
Nor
th
GA 512/ (F/S) GA 512/ (F/S)
4
10'-4
34/
10'-434/
RD
3
10'-734/3
10'-1034/3
11'-134/3
11'-434/3
11'-734/3
11'-1034/
2
3
22'-1114/3
23'-214/3
23'-514/3
23'-814/3
23'-1114/3
24'-214/
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
10C11 1 W10X33 20'-1 3/4" SQ-2 A992 C28
p662 BAR1/8"X6 1/4" 0'-8" A36
10C21 1 W10X45 28'-9" SQ-2 A992 C29
BP21 PL1 1/2"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
10C31 1 W10X33 20'-1 3/4" SQ-2 A992 C30
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
10 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 1 0 0
1 0 0 0 0
0 0 1 0 0
ONE - COLUMN - 10C1GRID LOCATION BOTTOM ELEVATION
F/5 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
4
22
3
7'-3
7'-0
7'-0
13
8/
138/
RD 31
2/
478/
5'-9
58/
6'-212/3
6'-512/3
6'-812/3
6'-1112/3
7'-212/3
7'-512/3
7'-812/
10'-8
14/
18'-434/3
18'-734/3
18'-1034/3
19'-134/3
19'-434/3
19'-734/3
19'-1034/
13
8/
138/ 312/
478/
6'-3
58/
6'-812/ 3
6'-1112/ 3
7'-212/ 3
7'-512/ 3
7'-812/
11'-2
14/
18'-1034/ 3
19'-134/ 3
19'-434/ 3
19'-734/ 3
19'-1034/
1'-9
10'-012/
11'-912/
W10
X33
x 2
0'-1
34/
11'-7
34/
19'-434/
3
7'-9
3
7'-6
Nor
th p66
p66
AA
23
4/2
34/
51
2/
VIEW ~ A - A
ONE - COLUMN - 10C2GRID LOCATION BOTTOM ELEVATION
F/4 1842'-11"WF 5/8"x
x 3/8"10 1/8"8"
33
55
BP2
1 516/ "Ø ( 4 )
SECTION ~ C - C
p22 (B/S)
28'-3
6
28'-9
2 2
2
2
29'-4
34/ (
W10
X45
x 2
8'-9
")
13
8/13
8/
4
4
4
3
23'-8
312/
29'-178/
23
4/
28'-1038/
31
2/
28'-758/
3
23'-5
4'-2
18/
28'-418/
3
24'-2
3
23'-11
11'-3
12/
23'-2
3
11'-1012/
3
11'-712/
311'-412/
3
11'-112/
10'-1
01
2/
10'-1012/
RD 10
'-41
2/
10'-412/ 3
10'-712/ 3
10'-1012/ 3
11'-112/ 3
11'-412/ 3
11'-712/ 3
11'-1012/
4'-2
18/
28'-418/
10'-9
12/
22'-8 3
22'-11 3
23'-2 3
23'-5 3
23'-8 3
23'-11 3
24'-2
31
2/
28'-758/ 23
4/
28'-1038/ 312/
29'-178/
p23
p23
CC
1'-9
14'-212/
1'-9
15'-1112/
26'-6
Nor
th
GA 512/ (F/S) GA 512/ (F/S)
ONE - COLUMN - 10C3GRID LOCATION BOTTOM ELEVATION
F/4 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
51
2/
23
4/2
34/
SECTION ~ D - D
1'-9
10'-012/
11'-912/
4
W10
X33
x 2
0'-1
34/
13
8/
138/ 31
2/
478/
3
7'-212/ 3
7'-512/ 3
7'-812/
10'-8
14/
18'-434/ 3
18'-734/
3
19'-134/ 3
19'-434/
3
18'-1034/
3
19'-734/
5'-9
58/
6'-212/ 3
6'-512/ 3
6'-812/ 3
6'-1112/
3
19'-1034/
13
8/
138/
RD 3
12/
478/
6'-3
58/
6'-812/3
6'-1112/3
7'-212/3
7'-512/3
7'-812/
11'-2
14/
18'-1034/3
19'-134/3
19'-434/3
19'-734/3
19'-1034/
2 2
Nor
th
DD
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
11C11 1 W10X33 7'-11 3/4" SQ-2 A992 C31
p181 BAR1/4"X8" 1'-3 3/4" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p332 BAR1/2"X6 1/4" 0'-8" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
11C21 1 W10X88 31'-0 3/4" SQ-2 A992 C32
BP31 PL1 1/4"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p316 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
10 3/4"Ø A325N BOLT 0'-2 1/2"
11C31 1 W10X33 7'-10 1/4" SQ-2 A992 C33
p21 BAR1/8"X3" 1'-0" A36
p42 BAR1/8"X6 1/4" 0'-8" A36
p301 BAR3/8"X7" 1'-0" A36
p421 PL5/8"X13 3/4" 1'-2 7/8" A36
4 1"Ø A325X BOLT 0'-3 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
11 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
1 0 0 0 0
0 0 0 1 0
ONE - COLUMN - 11C1GRID LOCATION BOTTOM ELEVATION
F/3 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
23
4/
13
4/1
34/
33 134/3 3738/
312/
p31
1 116/ "Ø
p18
VIEW ~ C - C
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
W1
0X
33
x 7
'-113
4/
41
2/
4
738/
6'-4
14/
6'-414/
RD
1'-6
14/
7'-1012/
138/
31
2/3
12/
66'
-83
4/3
33
138/
138/
3
7'-114/
31
2/
478/
5'-9
316/
6'-2116/5316/
6'-714/3
6'-1014/
3
7'-414/3
7'-714/
Nor
th
p18
1 116/ "Ø
p3
2(F
/S)
p31
p31
A A
p34 (B/S)
CC
BB
NO PAINT
2 2
4
212/ -SHIM, WIRE TOSHIP LOOSE, TYP
134/
134/
31
2/
316/23
4/
738/ 3 3 3 31 116/ "Ø
p32
p31
SECTION ~ B - B
51
2/
51
2/
14/
14/
23
4/2
34/
p33
p33
VIEW ~ A - A
ONE - COLUMN - 11C2GRID LOCATION BOTTOM ELEVATION
F/3 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
234/
3
25'-1134/
3
25'-834/
11'-3
12/
25'-534/
3
14'-214/
13'-2
14/
13'-214/
RD
3
13'-514/3
13'-814/3
13'-1114/
3
26'-234/3
26'-534/
4'-2
18/
30'-778/31
2/
30'-1138/13
8/
31'-034/
234/
2
VIEW ~ G - G
234/
516/
3333 778/ 538/
13
4/1
34/ 3
16/
p32
p31
SECTION ~ F - F
33
55
1 516/ "Ø ( 4 )
BP3
SECTION ~ E - E
G
G
778/
10'-9
12/
24'-1134/
31'-8
14/ (
W10
X88
x 3
1'-0
34/)
1'-9
18'-314/
GA 312/
GA 312/
p31
p31
p32
GA 312/
GA 312/
p31
p31
GA 512/ (F/S)GA 512/ (F/S)
Sou
th
EE
- SHIM, WIRE TOSHIP LOOSE, TYP
1'-6
14/
1'-6
14/
2
3
1'-514/
1'-2
14/
1'-214/
3
13'-814/
3
13'-514/
3
14'-214/
3
13'-1114/
3
12'-1114/
10'-9
12'-814/
3
1'-1114/
3
1'-814/
3
13'-214/
4
33
33
73
4/R
D4
12/
34
12/
12'-1
114/
3
16'-614/
p18
p18
FF TYP TYP
p22 (B/S)
212/
1'-6
14/
22
31
2/
30'-1138/
4'-2
18/
30'-778/
3
26'-534/
3
26'-234/
3
25'-1134/
3
25'-834/
3
25'-534/
3
25'-234/
4
25'-2
34/
41
2/3
33
28'-934/
1'-9
30'-634/
6
31'-034/
p23
p23
p18
GA 312/
GA 312/
p31
p31
ONE - COLUMN - 11C3GRID LOCATION BOTTOM ELEVATION
G/2 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
538/
2 678/
p2
p30
p42
VIEW ~ H - H
I
I
HH
GA 512/ (F/S)
13
8/
W1
0X
33
x 7
'-101
4/
22
6'-8
1116/
6'-81116/
RD
3
7'-51116/
3
7'-21116/
3
6'-111116/
11
4/
6'-8
18/
6'-818/
11
7'-718/
678/2
4
p2 (F/S)p30 (F/S)
p42 (N/S)
p4
p4
Nor
th
1 " A325N ( TYP )
6'-8
18/
6'-818/
RD
11
7'-718/
9
7'-578/
6'-8
78/
6'-878/
31
2/
13
8/
512/
134/
2
234/234/
1 116/Ø
p30
VIEW ~ I - I
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
12C11 1 W10X49 31'-1" SQ-2 A992 C34
BP11 PL1"X14" 1'-2" A36
p202 PL3/8"X14" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p502 PL3/8"X7 1/4" 1'-0" A36
8 1"Ø A325X BOLT 0'-3"
10 3/4"Ø A325N BOLT 0'-2 1/4"
12C21 1 W10X49 28'-9 1/4" SQ-2 A992 C35
BP31 PL1 1/4"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
12C31 1 W10X33 20'-1 3/4" SQ-2 A992 C36
p662 BAR1/8"X6 1/4" 0'-8" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
12 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/08/111 Changed Marks & Details TMc TH
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
1 0 0 0 0
0 0 1 0 0
ONE - COLUMN - 12C1GRID LOCATION BOTTOM ELEVATION
G/2 1852'-11"WF 9/16"x
x 1/4"10"10"
DD
CC
C
C
TYPTYP
1'-9
16'-612/
1'-9
18'-312/
28'-10
30'-7
6
31'-1
12'-9
14/
25'-0
34/
11
115
16/1
11
1516/
1
134/
4
33
325
'-41
2/3
33
13'-1
2
2 2
3
26'-11116/
3
25'-101116/
3
25'-71116/
11'-6
12/
25'-41116/
3
13'-10316/
3
13'-7316/
3
13'-4316/
13'-1
316/
13'-1316/
31'-8
14/ (
W10
X49
x 3
1'-1
")
7
1'-5
1'-5
RD
28'-9
18/
30'-818/
3
1'-11
3
1'-8
p23
p23
Nor
th
GA 512/ (F/S) GA 512/ (F/S)
1 " A325X ( TYP )
p20 (N/S)
p20 (N/S)
1 " A325X ( TYP )
31
2/
30'-1158/
23
4/2
34/
5
5
7
p20
p50
SECTION ~ B - B234/
234/
31
2/
30'-1158/
4'-6
716/
30'-818/
3
26'-11116/
3
25'-101116/
3
25'-71116/
11'-6
12/
25'-41116/
3
13'-10316/
3
13'-7316/
3
13'-4316/
13'-1
316/
13'-1316/
p50
p50
p22p22
1 116/Ø
VIEW ~ C - C516/
14/
3 3
55
BP1
SECTION ~ D - DONE - COLUMN - 12C2
GRID LOCATION BOTTOM ELEVATION
H/5 1842'-11"WF 9/16"x
x 1/4"10"10"
33
55
BP3
1 516/ "Ø ( 4 )
SECTION ~ F - F
6
28'-914/
2
2
29'-4
34/ (
W10
X49
x 2
8'-9
14/)
13
8/13
8/
4
2
312/
29'-218/
3
11'-134/
3
10'-1034/
3
10'-734/
23
4/
28'-1058/
10'-4
34/
10'-434/R
D
31
2/
28'-778/
4'-2
18/
28'-438/
3
24'-214/
3
23'-1114/
3
23'-814/
3
23'-514/
3
23'-214/
3
22'-1114/
10'-9
12/
22'-814/
3
11'-1034/
3
11'-734/
3
11'-434/
4
4
10'-1
034/
10'-1034/ 3
11'-134/ 3
11'-434/ 3
11'-734/ 3
11'-1034/
11'-3
12/
23'-214/ 3
23'-514/ 3
23'-814/ 3
23'-1114/ 3
24'-214/
4'-2
18/
28'-438/ 31
2/
28'-778/ 23
4/
28'-1058/ 312/
29'-218/
p23
p23
FF
p22 (B/S)
14'-234/
1'-9
15'-1134/
26'-614/
1'-9
28'-314/
Nor
th
GA 512/ (F/S) GA 512/ (F/S)
ONE - COLUMN - 12C3GRID LOCATION BOTTOM ELEVATION
H/5 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
51
2/
23
4/2
34/
VIEW ~ G - G
3
6'-1112/3
7'-212/3
7'-512/3
7'-812/
10'-8
14/
18'-434/3
18'-734/3
18'-1034/3
19'-134/3
19'-434/3
19'-734/3
19'-1034/
2 2
13
8/
138/ 312/
478/
6'-3
58/
6'-812/ 3
6'-1112/ 3
7'-212/ 3
7'-512/ 3
7'-812/
11'-2
14/
18'-1034/ 3
19'-134/ 3
19'-434/ 3
19'-734/ 3
19'-1034/
2
p66 p66
10'-012/
1'-9
11'-912/
4
W10
X33
x 2
0'-1
34/
4
2
13
8/
138/
RD 31
2/
478/
5'-9
58/
6'-212/3
6'-512/3
6'-812/
Nor
th
GG
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
13C11 1 W10X49 28'-9 1/4" SQ-2 A992 C37
BP31 PL1 1/4"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
10 3/4"Ø A325N BOLT 0'-2 1/4"
13C21 1 W10X33 20'-1 3/4" SQ-2 A992 C38
p662 BAR1/8"X6 1/4" 0'-8" A36
13C31 1 W10X33 7'-11 3/4" SQ-2 A992 C39
p31 PL1/8"X6 15/16" 1'-0" A36
p48 BAR1/8"X6 1/4" 0'-8" A36
p181 BAR1/4"X8" 1'-3 3/4" A36
p271 BAR3/8"X12" 1'-3" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
8 1"Ø A325X BOLT 0'-3 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
13 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 1 0 0
0 0 0 1 0
ONE - COLUMN - 13C1GRID LOCATION BOTTOM ELEVATION
H/4 1842'-11"WF 9/16"x
x 1/4"10"10"
33
55
1 516/ "Ø ( 4 )
BP3
SECTION ~ B - B
3
23'-1114/3
24'-214/
29'-4
34/ (
W10
X49
x 2
8'-9
14/)
13
8/1
38/
4
4
4
10'-4
34/
10'-434/ 3
10'-734/ 3
10'-1034/ 3
11'-134/ 3
11'-434/ 3
11'-734/
3
22'-1114/
3
11'-1034/
3
23'-214/ 3
23'-514/ 3
23'-814/
10'-9
12/
22'-814/
3
23'-1114/ 3
24'-214/
4'-2
18/
28'-438/ 31
2/
28'-778/ 23
4/
28'-1058/ 31
2/
29'-218/
3
11'-734/
3
11'-434/
3
11'-134/
31
2/
28'-778/
4'-2
18/
28'-438/
10'-1
03
4/
10'-1034/
RD
3
24'-214/
3
23'-1114/
3
23'-814/
31
2/
29'-218/
23
4/
28'-1058/
3
23'-514/
3
23'-214/
3
22'-1114/
10'-9
12/
22'-814/
3
11'-1034/
p23
p23
BB
p22 (B/S)
14'-234/
1'-9
15'-1134/
26'-614/
1'-9
28'-314/
6
28'-914/
2
2
2
10'-5
14/
10'-514/
512/
10'-1034/3
11'-134/3
11'-434/3
11'-734/3
11'-1034/
10'-1
01
8/
22'-878/
53
8/
23'-214/3
23'-514/3
23'-814/
Nor
th
GA 512/ (F/S) GA 512/ (F/S)
ONE - COLUMN - 13C2GRID LOCATION BOTTOM ELEVATION
H/4 1871'-9"1/2WF 7/16"x
x 1/4"9 3/4"7 15/16"
512/
23
4/2
34/
VIEW ~ C - CW
10X
33 x
20'
-13
4/
3
7'-812/
11'-2
14/
18'-1034/319'-134/319'-434/3
19'-734/3
19'-1034/
2 2
3
19'-734/
10'-8
14/
18'-434/
3
19'-434/
3
7'-812/
3
7'-512/
37'-212/
3
19'-1034/
36'-1112/
3
6'-812/
3
6'-512/
5'-9
58/
6'-212/
312/
478/
13
8/
138/
3
19'-134/
3
18'-734/ 3
18'-1034/
2
4
p66p66
1'-9
10'-012/
11'-912/
4
13
8/
138/
RD 31
2/
478/
5'-1
01
4/
6'-318/
53
8/
6'-812/3
6'-1112/3
7'-212/3
7'-512/
Nor
th
CC
ONE - COLUMN - 13C3GRID LOCATION BOTTOM ELEVATION
H/2 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
(8X) SHIM, WIRE TOSHIP LOOSE, TYP
51
2/
516/
516/
234/
23
4/
14/
14/5
12/
p4
VIEW ~ D - D
212/
316/
31
2/
5
3 3 33738/
13
4/1
34/
1 116/ "Ø
p32
p31
SECTION ~ E - E
EE
FF
D D
-SHIM, WIRE TOSHIP LOOSE, TYP
p34 (B/S)
NO PAINT
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
2 2
738/
1316/
7'-1
01
4/6'
-41
4/
13
8/
138/31
2/
478/
6'-4
6'-878/3
6'-1178/3
7'-278/3
7'-578/
412/
W1
0X
33
x 7
'-113
4/
212/
31
2/
13
8/RD
4
6'-4
14/
1'-6
14/
p31
p31
p3
2(F
/S)
Nor
th
p3
p18
1 116/Ø
1 " A325X ( TYP )
22
4 31
2/
738/ 3 3 3 3 134/
13
4/1
34/
p27
p18
1 116/ "Ø1 116/
Ø
p3
p31
VIEW ~ F - F
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
14C11 1 W10X88 31'-0 1/2" SQ-2 A992 C40
BP21 PL1 1/2"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p254 BAR3/8"X3" 1'-0" A36
p282 BAR3/8"X12" 1'-6 1/4" A36
p316 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
16 1"Ø A325X BOLT 0'-3 1/2"
10 3/4"Ø A325N BOLT 0'-2 1/2"
14C21 1 W10X33 7'-10 1/4" SQ-2 A992 C41
p21 BAR1/8"X3" 1'-0" A36
p42 BAR1/8"X6 1/4" 0'-8" A36
p301 BAR3/8"X7" 1'-0" A36
p401 PL5/8"X13 3/4" 1'-2" A36
4 1"Ø A325X BOLT 0'-3 1/4"
14C31 1 W10X33 7'-11 3/4" SQ-2 A992 C42
p31 PL1/8"X6 15/16" 1'-0" A36
p181 BAR1/4"X8" 1'-3 3/4" A36
p271 BAR3/8"X12" 1'-3" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p332 BAR1/2"X6 1/4" 0'-8" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
8 1"Ø A325X BOLT 0'-3 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
14 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 0 1 0
0 0 0 1 0
22
738/
4
1 116/ "Ø
1 116/Ø
(1 116/ "x1 516/ ") SLOTS
p18
VIEW ~ I - I
G G
II
HH
-SHIM, WIRE TOSHIP LOOSE, TYP
NO PAINT
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
4
3
7'-51116/
6'-3
1316/
6'-81116/
478/
478/
3
7'-21116/
3
6'-111116/
6'-8
34/
33
31
2/
31
38/
1'-6
14/
7'-1
01
4/6'
-41
4/R
D
13
8/
31
2/
13
8/
W1
0X
33
x 7
'-113
4/
p27
p3
p31
p31
p3
2(F
/S)
p34 (F/S)
p34 (N/S)
p33 p33We
st
p18
1 " A325X ( TYP )
5
4
212/
316/
42
3 738/333
31
2/
134/
13
4/
p31
1 116/ "Ø
1 116/ "Ø
SECTION ~ H - H
234/
23
4/
51
2/
516/
516/
51
2/
SECTION ~ G - G
ONE - COLUMN - 14C1GRID LOCATION BOTTOM ELEVATION
H/2 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
ONE - COLUMN - 14C2GRID LOCATION BOTTOM ELEVATION
J/6 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
234/234/
4 2
6'-8
18/
7'-7
18/
3
6'-1178/
3
7'-578/
6'-4
6'-878/
31
2/
478/
13
8/
138/
RD
3
7'-278/
22
p30 p40
VIEW ~ F - F
EE
F
F
W1
0X
33
x 7
'-101
4/
6'-8
18/
6'-818/
11
7'-718/
36'
-811
16/R
D3
3
2 2
678/
134/
3
7'-578/
3
7'-278/
3
6'-1178/
6'-4
6'-878/
31
2/
478/
13
8/
138/
1 " A325X ( TYP )
We
st
p4
p4
p40 (N/S)p30 (F/S)
p2 (F/S)
5
22
1 116/Ø
p40
p30
p2
VIEW ~ E - E
ONE - COLUMN - 14C3GRID LOCATION BOTTOM ELEVATION
J/4 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
234/
234/
1 116/Ø
p28p25
p25
p28p25
p25
p22p22
p23
BP2
VIEW ~ M - M
1 116/Ø
316/
13
4/1
34/ 91
8/
212/
33 778/ 5 38/3 3
p28
p32
p31
p25
SECTION ~ L - L
55
3 3
BP2
1 516/ "Ø ( 4 )
SECTION ~ K - K
M
M
p25
GA 312/
GA 312/
p31
p31
p25 (N/S)
p32
GA 312/
GA 312/
p31
p31
1 " A325X ( TYP )
GA 512/ (F/S)GA 512/ (F/S)
1'-9
778/
31'-8
14/ (
W10
X88
x 3
1'-0
12/)
3
1'-712/
13
8/
31'-012/
3
1'-1012/
4'-6
716/
30'-758/
3
26'-1316/
1'-1
12/
1'-112/
3
25'-10316/
3
25'-7316/
11'-6
12/
25'-4316/
31
2/
30'-1118/
3
1'-412/
11'-2
316/
13'-01116/ 3
13'-31116/ 3
13'-61116/ 3
13'-91116/
30'-612/
28'-912/
16'-6
18'-3
p18
p18
p18
p25
GA 312/
GA 312/
p31
p31
1 " A325X ( TYP )
p25 (N/S)
Sou
th
p23
p23
KK
- SHIM, WIRE TOSHIP LOOSE, TYP
1'-6
14/
1'-1
17
8/
2
4
33
33
33
75
16/12
'-53
8/4
12/
71
2/R
D
LL TYP TYP
1'-9
212/
1'-6
14/
22
6
33
34
12/
25'-2
12/
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
15C11 1 W10X49 31'-1" SQ-2 A992 C43
BP11 PL1"X14" 1'-2" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p261 PL3/8"X14" 1'-4 1/4" A36
p292 PL3/8"X7 1/4" 1'-0" A36
p511 PL3/8"X14" 1'-3 3/4" A36
8 1"Ø A325X BOLT 0'-3"
10 3/4"Ø A325N BOLT 0'-2 1/4"
15C21 1 W10X33 7'-10 1/4" SQ-2 A992 C44
p21 BAR1/8"X3" 1'-0" A36
p42 BAR1/8"X6 1/4" 0'-8" A36
p301 BAR3/8"X7" 1'-0" A36
p411 PL5/8"X13 3/4" 1'-2" A36
4 1"Ø A325X BOLT 0'-3 1/4"
15C31 1 W10X49 31'-1" SQ-2 A992 C45
BP11 PL1"X14" 1'-2" A36
p191 PL3/8"X14" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p241 PL3/8"X14" 1'-3 1/2" A36
p292 PL3/8"X7 1/4" 1'-0" A36
8 1"Ø A325X BOLT 0'-3"
10 3/4"Ø A325N BOLT 0'-2 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
15 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/08/111 Changed Marks & Details TMc TH
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 0 1 0
1 0 0 0 0
ONE - COLUMN - 15C1GRID LOCATION BOTTOM ELEVATION
J/2 1852'-11"WF 9/16"x
x 1/4"10"10"
5
7
13
4/
26'-112/
11
25'-1134/
11'-2
34/
25'-034/
13
4/
13'-10
11
13'-814/
12'-9
14/
12'-914/
RD
3
13'-10316/
3
26'-11116/
3
25'-101116/
3
25'-71116/
11'-6
12/
25'-41116/
3
13'-7316/
3
13'-4316/
13'-1
316/
13'-1316/
234/
234/
p29
1 116/Ø
VIEW ~ C - C
KK
BB
C
C
31'-8
14/ (
W10
X49
x 3
1'-1
")
11'-6
12/
25'-41116/
1'-9
18'-312/
2
2
p26 (F/S) 1 " A325X ( TYP )
p29 (N/S)
p51 (F/S)
1 " A325X ( TYP )
p29 (N/S)
GA 512/ (F/S)GA 512/ (F/S)
We
st
p23
p23
5
13
4/1
1
134/
4
3
13'-10316/
3
13'-4316/
13'-1
316/
13'-1316/
3
13'-7316/
16'-612/
33
33
313
'-13
1'-2
RD
p22 (B/S)
11
13
4/
4
23
4/30
'-115
8/
3
25'-71116/
31
2/
31'-578/
23
4/
31'-238/
312/
30'-1158/4'
-67
16/
30'-818/
3
26'-11116/
3
25'-101116/
134/
28'-10
30'-7
6
31'-1
1'-9
31
2/2
34/
312/
30'-8
18/
33
25'-4
12/
3
55
331 516/ "Ø ( 4 )
BP1
SECTION ~ B - B ONE - COLUMN - 15C2GRID LOCATION BOTTOM ELEVATION
J/2 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
678/
45
8/
134/
5
22
p2
p30
p41
VIEW ~ D - D
F
F
DD
11
17
16/
31
2/
678/
4
138/
W1
0X
33
x 7
'-101
4/
2 2
6'-8
1116/
6'-81116/
RD
36'-111116/37'-21116/3
7'-51116/
p2 (N/S)
p30 (N/S)
p41 (F/S)
p4 p4
We
st
11
4/
2 2
138/
138/0
31
2/
478/
6'-3
14/
6'-818/
11
7'-718/
512/
3
7'-578/
3
7'-278/
3
6'-1178/
6'-8
78/
6'-878/
RD
234/234/
1 116/Ø
p41p30
VIEW ~ F - F
ONE - COLUMN - 15C3GRID LOCATION BOTTOM ELEVATION
J/6 1852'-11"WF 9/16"x
x 1/4"10"10"
516/5
23
4/2
14/
7
7
p24
p29
SECTION ~ J - J
214/
214/
12'-9
14/
12'-914/
11
13'-814/
11'-4
12/
25'-034/
11
25'-1134/
5
7
234/234/
3
26'-11116/
3
25'-101116/
3
25'-71116/
11'-6
12/
25'-41116/
3
13'-10316/
3
13'-7316/
3
13'-4316/
13'-1
316/
13'-1316/
RD
1 116/Ø
p2
9p
29
VIEW ~ I - I
HH
I
I
1'-9
18'-312/
134/
31'-8
14/ (
W10
X49
x 3
1'-1
")
11'-6
12/
25'-412/
23
4/3
12/
30'-8
18/
RD
7
p29 (F/S)p19 (N/S)
p29 (F/S)
p23 p23
We
st
GA 512/ (F/S) GA 512/ (F/S)
1 " A325N ( TYP )
1 " A325N ( TYP )
p24 (N/S)
16'-612/
11
13
4/
4
5
2
3
1'-11
3
1'-8
3
1'-5
1'-2
1'-2
3
13'-10
3
13'-7
3
13'-4
11'-2
13'-1
JJ
UNO
p22 (B/S)
1'-9
28'-10
30'-7
6
31'-1
11
13
4/
4
2
31
2/
31'-578/
23
4/
31'-238/
31
2/
30'-1158/
4'-6
58/
30'-818/
3
26'-112/
3
25'-1012/
3
25'-712/
55
331 516/ "Ø ( 4 )
BP1
SECTION ~ H - H
516/ 5
5
7
23
4/2
34/
p26
p29
SECTION ~ K - K
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE PLATES4) ALL MATERIAL AS NOTED, MOM FLG. CONNS, ARE 7/8" A325SC, 1" BOLTS ARE A325X. 3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
16C11 1 W10X88 31'-0 3/4" SQ-2 A992 C46
BP31 PL1 1/4"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p254 BAR3/8"X3" 1'-0" A36
p282 BAR3/8"X12" 1'-6 1/4" A36
p316 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
16 1"Ø A325X BOLT 0'-3 1/2"
10 3/4"Ø A325N BOLT 0'-2 1/2"
16C21 1 W10X88 31'-0 3/4" SQ-2 A992 C47
BP31 PL1 1/4"X14" 1'-2" A36
p183 BAR1/4"X8" 1'-3 3/4" A36
p222 PL3/8"X5 1/2" 0'-6 3/4" A36
p232 BAR3/8"X8" 1'-0 1/2" A36
p254 BAR3/8"X3" 1'-0" A36
p282 BAR3/8"X12" 1'-6 1/4" A36
p314 BAR9/16"X8" 1'-4 1/4" A572-50
p323 BAR5/16"X5" 1'-0" A36
p522 BAR9/16"X8" 1'-4 1/4" A572-50
16 1"Ø A325X BOLT 0'-3 1/2"
10 3/4"Ø A325N BOLT 0'-2 1/2"
16C31 1 W10X33 7'-11 3/4" SQ-2 A992 C42
p31 PL1/8"X6 15/16" 1'-0" A36
p181 BAR1/4"X8" 1'-3 3/4" A36
p271 BAR3/8"X12" 1'-3" A36
p312 BAR9/16"X8" 1'-4 1/4" A572-50
p321 BAR5/16"X5" 1'-0" A36
p332 BAR1/2"X6 1/4" 0'-8" A36
p342 PL1/16"X2 3/4" 0'-6 3/4" A36
8 1"Ø A325X BOLT 0'-3 1/4"
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
COLUMN DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
16 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
1 0 0 0 0
0 0 0 1 0
H
H
778/
103
4/1034/
0
3
1'-134/3
1'-434/3
1'-734/3
1'-1034/
11'-1
78/
13'-058/3
13'-358/3
13'-658/3
13'-958/
11'-6
12/
25'-418/3
25'-718/3
25'-1018/3
26'-118/
4'-6
34/
30'-778/31
2/
30'-1138/23
4/
31'-218/31
2/
31'-558/
31'-8
14/ (
W10
X88
x 3
1'-0
34/)
1'-9
18'-314/
GA 312/
p32
p25 (N/S)
p52
p52
GA 312/
GA 312/p25
p25 (N/S)
1 " A325X ( TYP )
p31
p31
GA 312/
GA 312/p25
p18
p18
p18
FF
- SHIM, WIRE TOSHIP LOOSE, TYP
1'-6
14/
1'-6
14/
2
4
33
33
33
41
2/12
'-11
14/
41
2/7
34/
RD
16'-614/
We
st
1 " A325X ( TYP )
p31
p31
GA 312/
GG TYPTYP
212/
1'-6
14/
2 2
33
34
12/
25'-2
34/
6
31'-034/
1'-9
30'-634/
28'-934/
p23
p23
GA 512/ (F/S) GA 512/ (F/S)
55
3 3 1 516/ "Ø ( 4 )
BP3
SECTION ~ F - F
316/
134/
13
4/
91
8/
33 38/5778/33
p25
p31
p32
p28
SECTION ~ G - G
BP3
p23
p22 p22
p25
p25
p28
p25
p25
p28
1 116/Ø
1 116/Ø
234/234/
VIEW ~ H - H
4
316/
312/
22
13
4/1
34/
738/
p31p181 116/
Ø
p27
1 116/ "Ø
SECTION ~ K - K
ONE - COLUMN - 16C2GRID LOCATION BOTTOM ELEVATION
J/4 1852'-11"WF 1"x
x 9/16"10 13/16"10 5/16"
I I
KK
J J
-SHIM, WIRE TOSHIP LOOSE, TYP
p34 (B/S)
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
1'-6
14/
7'-1
01
4/6'
-41
4/R
D
13
8/
W1
0X
33
x 7
'-113
4/
4
13
8/
312/
6'-8
78/
6'-878/ 3
6'-1178/ 3
7'-278/ 3
7'-578/
33
34
12/
5'-1
13
8/31
2/1
38/
p27
p31p3
We
st
p3
2(F
/S)
p18
1 " A325X ( TYP )
NO PAINT
4
5
316/
31
2/
134/
134/
212/
738/3 3 3 3
24
24
p31
1 116/Ø p3
SECTION ~ J - J
51
2/
23
4/2
34/
51
2/
516/
516/
p33
p33
VIEW ~ I - I
ONE - COLUMN - 16C1GRID LOCATION BOTTOM ELEVATION
J/5 1852'-11"
ONE - COLUMN - 16C3GRID LOCATION BOTTOM ELEVATION
J/5 1884'-1"WF 7/16"x
x 1/4"9 3/4"7 15/16"
O
O
778/
31'-8
14/ (
W10
X88
x 3
1'-0
34/)
1'-9
18'-314/
1'-9
31
2/30'-1138/
11'-2
316/
13'-01516/3
13'-31516/3
13'-61516/3
13'-91516/
11'-6
12/
25'-4716/3
25'-7716/3
25'-10716/3
26'-1716/
4'-6
716/
30'-778/
23
4/31'-218/3
12/
31'-558/
31
2/
31'-558/
GA 312/
p32
p25 (N/S)
p31
p31
GA 312/
GA 312/
p25
p25 (N/S)
1 " A325X ( TYP )
p31
p31
GA 312/
GA 312/p25
p18
p18
p18
MM
- SHIM, WIRE TOSHIP LOOSE, TYP
NO PAINT
NO PAINT
14/0"
45°
14/ 0"
45°
G
TC-U5-GF-GTSM
33
33
33
41
2/12
'-11
14/
41
2/7
34/
RD
4
2
1'-6
14/
1'-6
14/
16'-614/
103
4/
1034/
0
3
1'-134/3
1'-434/3
1'-734/3
1'-1034/
We
st
1 " A325X ( TYP )
p31
p31
GA 312/
NN TYPTYP
p22 (B/S)
NO PAINT
33
34
12/
25'-2
34/
22
1'-6
14/
212/
1'-9
10'-6
12/
28'-934/
30'-634/
6
31'-034/
10'-6
12/
1'-9
p23
p23
GA 512/ (F/S) GA 512/ (F/S)
33
55
BP3
1 516/ "Ø ( 4 )
SECTION ~ M - M
91
8/
13
4/1
34/
316/
38/3 5778/3 3 3
p25
p31
p32
p28
SECTION ~ N - N
234/234/
p23
p22 p22
p25
p25
p28
16C1
p25
p25
p28
1 116/Ø
1 116/Ø
VIEW ~ O - O
512/
BP3
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
17B12 2 W24X55 15'-0 7/8" SQ-2 A992 B1
a342 L4X3X1/4 15'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
17B22 2 W24X55 15'-0 7/8" SQ-2 A992 B2
a342 L4X3X1/4 15'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
17B32 2 W24X55 15'-0 7/8" SQ-2 A992 B3
a342 L4X3X1/4 15'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
17B42 2 W24X55 15'-0 7/8" SQ-2 A992 B4
a342 L4X3X1/4 15'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
17B52 2 W24X94 29'-4 11/16" SQ-2 A992 B8
a352 L4X3X1/4 29'-4 1/4" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
17B62 2 W24X94 29'-4 11/16" SQ-2 A992 B9
a352 L4X3X1/4 29'-4 1/4" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
17 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 1 1 0 0
0 1 1 0 0
0 1 1 0 0
0 1 1 0 0
0 1 1 0 0
0 1 1 0 0
2 - BEAMS - 17B1 WF 1/2"x
x 3/8"23 5/8"7"
AA 14/RD
15'-078/
EL=
1867
'-51
2/
7'-218/
7'-2
18/
4
7'-6
18/
11
91
4/33
3
33
375
16/4
33
37
58/
W24X55 x 15'-078/
112/
11
2/0
714/
83
4/
2'-8
3'-4
34/
2'-8
6'-0
34/
2'-8
8'-8
34/
2'-8
11'-4
34/
2'-8
14'-0
34/
1018/
14'-1
07
8/
2
15'-0
78/
p13p13
a34 (F/S)1 116/
Ø1 116/
Ø
14/ 4"@16" 14/
3
14/53
16/
a34
A - A
2 - BEAMS - 17B2 WF 1/2"x
x 3/8"23 5/8"7"
14/ 4"@16"14/
353
16/
a34B - B
BB
EL=
1879
'-9
112/
15'-0
78/
514/
14'-1
138/
2'-8
14'-6
18/
2'-8
11'-1
018/
2'-8
9'-2
18/
2'-8
6'-6
18/
2'-8
3'-1
018/
1'-018/
1'-2
18/
2
20
W24X55 x 15'-078/
7'-634/
7'-6
34/
4
7'-1
03
4/
33
34
75
8/
33
3
75
16/3
33
91
4/1
1
15'-058/0
RD
1 116/Ø 1 116/
Øa34 (N/S)
p13 p13
2 - BEAMS - 17B3 WF 1/2"x
x 3/8"23 5/8"7"
14/
3
53
16/
14/
a34
C - C
CC
2
2
658/
85
8/
2'-8
3'-4
58/
2'-8
6'-0
58/
2'-8 8'-8
58/
2'-8
11'-4
58/
2'-8
14'-0
58/
1034/
14'-1
13
8/
112/
15'-0
78/
15'-078/ (W24X55 x 15'-078/ )
7'-61316/
7'-6
1316/
4
7'-1
03
4/
33
34
75
16/
33
3
7516/
33
3
15'-078/
14/RD
91
4/1
1
91
4/1
1
1 116/Ø
1 116/Ø
a34 (F/S)
p13
p13
EL=
1867
'-51
2/
2 - BEAMS - 17B4 WF 1/2"x
x 3/8"23 5/8"7"
14/ 4"@16"
14/
353
16/ a34
D - D
DD
EL=
1879
'-9
W24X55 x 15'-078/
4
7'-6
116/
7'-2116/
7'-2
116/
33
34
75
16/
33
3
75
16/3
33
91
4/1
1
15'-058/
0
RD
2'-8
6'-1
01
4/
2'-8
4'-2
14/
1'-434/
1'-6
14/
112/
11
2/0
2'-8
12'-2
14/
358/
14'-1
07
8/
2'-5
14'-7
14/
2'-8
9'-6
14/
2
15'-0
78/
91
4/1
1
1 116/Ø
1 116/Øa34 (N/S)
p13 p13
2 - BEAMS - 17B5 WF 7/8"x
x 1/2"24 5/16"9 1/16"
EE
W24X94 x 29'-41116/
91
4/1
1
33
3
2'-8
16'-8
58/
2'-8
8'-8
58/
2'-8
6'-0
58/
2'-8
3'-4
58/
658/
85
8/
2
20
33
75
8/4
3 33
75
16/3
6'-1138/ 6'-1
138/
0 4
7'-3
38/
7'-3 14'-6
38/
4
14'-1
03
8/
7'-3 22'-1
38/
4
22'-5
38/
1 116/Ø
1 116/Øa35 (F/S)
p13 (F/S) p13 (F/S)
33
3
2'-8
14'-0
58/
2'-8
11'-4
58/
33
3
2
29'-4
1116/
1018/
29'-2
34/
2'-4
28'-4
58/
2'-4
26'-0
58/
2'-4
23'-8
58/
2'-0
21'-4
58/
2'-8
19'-4
58/
14/ 4"@16"
51
4/
14/
3
14/
a35
E - E
2 - BEAMS - 17B6 WF 7/8"x
x 1/2"24 5/16"9 1/16"
14/ 4"@16"
14/
351
4/a35
F - F
FF
4
14'-1
038/
29'-412/RD
2'-8
17'-0
18/
29'-412/ (W24X94 x 29'-41116/ )
33
34
75
16/
33
3
33
3
33
3
37
58/
33
91
4/1
1
1 116/Ø
1 116/Ø
a35 (N/S)
p13 (N/S)
p13 (N/S)7'-3 14'-6
38/
4
7'-3
38/
6'-1138/ 6'-1
13
8/
0
0
2
20
1'-118/
1'-3
18/
2'-8
3'-1
11
8/
2'-8
6'-7
18/
2'-8
9'-3
18/
2'-8
11'-1
11
8/
2'-5
14'-4
18/
4
22'-5
38/
7'-3 22'-1
38/
2'-5
19'-5
18/
2'-5
21'-1
01
8/
2'-4
24'-2
18/
2'-4
26'-6
18/
2'-4
28'-1
01
8/
458/
29'-2
34/
2
29'-4
1116/
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
18B22 2 W24X55 23'-0 7/8" SQ-2 A992 B21
a362 L4X3X1/4 23'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
18B32 2 W24X55 23'-0 7/8" SQ-2 A992 B22
a362 L4X3X1/4 23'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
18B41 1 W24X76 29'-5" SQ-2 A992 B37
a254 L4X3X5/16 1'-8 1/2" A36
a921 L4X3X5/16 8'-2" A36
18B51 1 W24X76 29'-5 1/4" SQ-2 A992 B38
a254 L4X3X5/16 1'-8 1/2" A36
a921 L4X3X5/16 8'-2" A36
18B61 1 W24X76 29'-5" SQ-2 A992 B37
a254 L4X3X5/16 1'-8 1/2" A36
a921 L4X3X5/16 8'-2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
18 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 1 1 0 0
0 1 1 0 0
1 0 0 0 0
0 0 1 0 0
0 1 0 0 0
BB
EL=
1867
'-51
2/
W24X55 x 23'-078/
11
914/
112/
11
2/0
1034/
1'-0
14/
2'-8
3'-8
14/
2'-8
6'-4
14/
2'-8
9'-0
14/
2'-8
11'-8
14/
2'-8
14'-4
14/
2'-8
17'-0
14/
2'-8
19'-8
14/
2'-8
22'-4
14/
658/22
'-107
8/2
23'-0
78/
14/RD
23'-078/
71
2/4
33
3
33
75
16/3
p13p13a36 (N/S)
1 116/Ø1 116/
Ø
14/ 4"@16"
53
16/ 23
16/
a36B - B
CC
91
4/1
1
75
16/4
33
3
W24X55 x 23'-078/
112/
23'-0
78/
2'-234/
22'-1
13
8/
2'-6
20'-8
58/
2'-6
18'-2
58/
2'-6
15'-8
58/
2'-6
13'-2
58/
2'-6
10'-8
58/
2'-6
8'-2
58/
2'-6
5'-8
58/
2'-6
3'-2
58/
658/
85
8/
2
20
33
71
2/3
EL=
1879
'-9
p13p13
a36 (F/S)1 116/
Ø1 116/Ø
2 - BEAMS - 18B2 WF 1/2"x
x 3/8"23 5/8"7"
14/ 4"@16"
5316/
a36
C - C
14/ 4"@16"
4
412/a92
D - D
2 - BEAMS - 18B3 WF 1/2"x
x 3/8"23 5/8"7"
8'-2 18'-9
12/
29'-512/RD
29'-6 (W24X76 x 29'-5")
33
3
33
33
3
4
25'-8
2'-1012/
25'-4
4
10'-7
12/
4
22'-5
12/
10
22'-1
12/
4
21'-3
12/
1'-10
20'-1
112/
4
19'-1
12/
3'-11
18'-9
12/
4
14'-1
012/
3'-11
14'-6
12/
1'-912/
6'-1
112/
4
5'-2
3'-0
10'-3
12/
4'-10
4'-1
0
0 4
7'-3
12/
EL=
1855
'-2
a92 (N/S)
D
Da25 (B/S)GOL 212/512/ C/C
14/TYP
10'-712/ 10'-7
12/
0
12/RD
(-5)
33
33
33
3
a25 (B/S)GOL 212/512/ C/C
(-5)
33
29'-534/RD
8'-2 18'-9
58/
10'-758/ 10'-7
58/
0
33
33
3
4
21'-3
58/
1'-10
20'-1
158/
4
19'-1
58/
3'-11
18'-9
58/
4
14'-1
058/
3'-11
14'-6
58/
4
10'-7
58/
3'-0
10'-3
58/
4
7'-3
58/
1'-912/
6'-1
15
8/
4
5'-2
18/
4'-1018/
4'-1
01
8/
0
33
33
33
3
(-478/ ) 29'-614/ (W24X76 x 29'-514/ ) (-478/ )
a92 (N/S)
E
E
a25 (B/S)GOL 212/512/ C/C 14/
TYP12/RD
33
3
33
33
33
3
a25 (B/S)GOL 212/512/ C/C
4
25'-8
18/
2'-1012/
25'-4
18/
4
22'-5
58/
10
22'-1
58/
ONE - BEAM - 18B4 WF 11/16"x
x 7/16"23 7/8"9"
14/ 4"@16"
4
412/
E - E
WF 11/16"x
x 7/16"23 7/8"9"ONE - BEAM - 18B6
ONE - BEAM - 18B5 WF 11/16"x
x 7/16"23 7/8"9"
33
3
29'-6 (W24X76 x 29'-5")
29'-512/RD
8'-2 18'-9
12/
10'-712/ 10'-7
12/
0
2'-1012/
25'-4
4
22'-5
12/
10
22'-1
12/
4
21'-3
12/
1'-10
20'-1
112/
4
19'-1
12/
3'-11
18'-9
12/
4
14'-1
012/
3'-11
14'-6
12/
4
10'-7
12/
3'-0
10'-3
12/
4
7'-3
12/
1'-912/
6'-1
112/
4
5'-2
4'-10
4'-1
0
0
33
33
33
3
a92 (N/S)
F
F
a25 (B/S)GOL 212/512/ C/C
14/TYP
33
33
33
3
(-5)
12/RD
a25 (B/S)GOL 212/512/ C/C
33
(-5)
4
25'-8
14/ 4"@16"
4
412/
F - F
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
19B12 2 W24X55 15'-0 5/8" SQ-2 A992 B42
a244 L4X3X5/16 1'-8 1/2" A36
19B22 2 W24X55 13'-4 7/8" SQ-2 A992 B54
a392 L4X3X1/4 13'-4 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
19B31 1 W24X55 21'-10 1/2" SQ-2 A992 B60
a142 L3X3X5/16 1'-8 1/2" A36
a1012 L3X3X5/16 1'-8 1/2" A36
p141 BAR1/4"X4" 1'-4" A36
p161 PL1/4"X19 13/16" 6'-5 5/8" A36
p433 BAR3/8"X12" 1'-0" A36
19B41 1 W24X55 21'-10 1/2" SQ-2 A992 B61
a102 L3X3X5/16 1'-2 1/2" A36
a142 L3X3X5/16 1'-8 1/2" A36
p141 BAR1/4"X4" 1'-4" A36
p161 PL1/4"X19 13/16" 6'-5 5/8" A36
p433 BAR3/8"X12" 1'-0" A36
19B56 6 W24X55 21'-0 11/16" SQ-2 A992 B79
a376 L4X3X1/4 21'-0 1/4" A36
p1312 BAR1/4"X4" 0'-5 3/16" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
19 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 2 0 0 0
0 1 1 0 0
0 1 0 0 0
0 0 1 0 0
0 3 3 0 0
2 - BEAMS - 19B1 WF 1/2"x
x 3/8"23 5/8"7"
1516/ "Ø
NO PAINT
NO PAINT
1516/ "Ø
a24 (B/S)GOL 2916/512/ C/C
12/
33 313'-1058/RD 3
75
16/3
33
47'-61516/44'-412/
33
3
15'-118/ (W24X55 x 15'-058/ )(-5) (-578/ )
33
33
213
16/3
3
33
33
33
3
9'-412/ 4 14'-1058/
1516/ "Ø
2 - BEAMS - 19B2 WF 1/2"x
x 3/8"23 5/8"7"
AA
91
4/1
1 33
37
516/
75
16/4
33
3
W24X55 x 13'-478/
EL=
1879
'-9
112/
13'-4
78/
1'-1034/
13'-3
38/
2'-8
11'-4
58/
2'-8
8'-8
58/
2'-8
6'-0
58/
2'-8
3'-4
58/
658/
85
8/
2
20
p13 (F/S)p13 (F/S)
a39 (F/S) 1 116/Ø1 116/
Ø
14/ 4"@16"
53
16/
a39
A - A
ONE - BEAM - 19B3 WF 1/2"x
x 3/8"23 5/8"7"
B
B
SHOP NOTE:TACK WELD p43 HERE FORERECTOR TO REMOVEAT CONNECTING BEAMIF REQ'D TO MAKE CONN.
312/
6'-378/15'-1916/
3'-0
18'-2
58/
21'-11RD
33
33
33
213
16/
213
16/3
33
33
3
11
2/
21'-1112/ (W24X55 x 21'-1012/ )
14'-618/ 4
33
33
33
3
134/ p14 (F/S)
p16 (F/S)
p4
3(F
/S)
p4
3(F
/S)
p4
3(F
/S)
a101 (B/S)GOL 11316/4" C/C
312/
11
2/
15'-258/ 15'-2
58/
(-316/ )12/
RD
a14 (B/S)GOL 11316/4" C/C
(-516/ )
3'-0
21'-2
58/
316/
14/ 4"@16"
1'-5
EL=
1867
'-51
2/
p16
p43
B - B
ONE - BEAM - 19B4 WF 1/2"x
x 3/8"23 5/8"7"
C
C
SHOP NOTE:TACK WELD p43 HERE FORERECTOR TO REMOVEAT CONNECTING BEAMIF REQ'D TO MAKE CONN.
14'-111316/ 6'-558/
15'-258/ 15'-2
58/
3'-0
18'-2
58/
3'-0
21'-2
58/
(-316/ )
12/21'-11RD
33
33
33
213
16/
33
33
33
21'-1112/ (W24X55 x 21'-1012/ )
334/
334/
7
14'-618/ 4
11
2/
p14 (F/S)
p16 (F/S)
p4
3(F
/S)
p4
3(F
/S)
p4
3(F
/S)
a10 (B/S)GOL 11316/4" C/C
a14 (B/S)GOL 11316/4" C/C
(-516/ )
33
33
33
3
316/
14/ 4"@16"
1'-5
EL=
1879
'-9
C - C
6 - BEAMS - 19B5 WF 1/2"x
x 3/8"23 5/8"7"
14/ 4"@16"
53
16/
a37D - D
DD
2
21'-0
1116/
658/
20'-1
03
4/
2'-5
20'-4
18/
2'-5
17'-1
11
8/
2'-5
15'-6
18/
2'-5
13'-1
18/
2'-5
10'-8
18/
2'-5
8'-3
18/
2'-5
5'-1
01
8/
2'-5
3'-5
18/
1018/
1'-0
18/
2
20W24X55 x 21'-01116/
37
516/
43
3
75
16/3
33
91
4/1
1
EL=
1867
'-51
2/
1 116/Ø
1 116/Øa37 (N/S)
p13 p13
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
20B22 2 W24X55 5'-5 13/16" SQ-2 A992 B89
a144 L3X3X5/16 1'-8 1/2" A36
a382 L4X3X1/4 4'-1 1/2" A36
p132 BAR1/4"X4" 0'-5 3/16" A36
20B31 1 W24X68 29'-5 1/4" SQ-2 A992 B101
a254 L4X3X5/16 1'-8 1/2" A36
20B41 1 W24X55 29'-5 1/4" SQ-2 A992 B102
a244 L4X3X5/16 1'-8 1/2" A36
20B51 1 W24X76 29'-4 15/16" SQ-2 A992 B133
a254 L4X3X5/16 1'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
20 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 1 1 0 0
0 0 1 0 0
0 0 0 1 0
1 0 0 0 0
a24 (B/S)GOL 2916/512/ C/C
a24 (B/S)GOL 2916/512/ C/C
14/TYP
33
3
12/RD
29'-534/RD
33
33
33
3
4
21'-3
58/
4
24'-4
58/
2'-9
24'-0
58/
4'-1114/
4'-1
11
4/
4
5'-3
14/
538/
5'-8
58/
4
6'-0
58/
6'-0
12'-0
58/
4
12'-4
58/
3'-1
15'-5
58/
4
15'-9
58/
2'-3
18'-0
58/
4
18'-4
58/
2'-7
20'-1
15
8/
33
33
33
3
(-478/ )(-478/ ) 29'-614/ (W24X55 x 29'-514/ )
a25 (B/S)GOL 212/512/ C/C
a25 (B/S)GOL 212/512/ C/C
4'-458/ 4
24'-0
58/
2'-5
23'-8
58/
4
21'-3
58/
2'-11
20'-1
158/
4
18'-0
58/
6'-4
17'-8
58/
4
11'-4
58/
6'-4
11'-0
58/
4
4'-8
58/
4'-4
58/
6'-4 2'-11 2'-5
29'-614/ (W24X68 x 29'-514/ )
29'-534/RD12/RD
6'-4
(-478/ )
33
3
(-478/ )
33
33
33
33 3
33
33
33
3
33
BB
a14 (B/S)GOL 11316/4" C/C
14/
316/ 0"
TYP312/
312/
11
2/1
12/
5'-4516/4'-31316/2'-3116/RD
5'-5916/
5'-6516/ (W24X55 x 5'-51316/ )
213
16/
33
37
12/
11
91
4/
p13 (N/S)
a38 (N/S)
1 116/Ø
2 - BEAMS - 20B2 WF 1/2"x
x 3/8"23 5/8"7"
22
53
16/
4'-134/1'-0916/
a38
B - B
33
3
29'-51516/ (W24X76 x 29'-41516/ )
33
33
33
33
33
3
33
33
3
23'-812/4 17'-812/4312/ 443'-9RD 411'-012/48'-112/
a25 (B/S)GOL 212/512/ C/C
(-5)
a25 (B/S)GOL 212/512/ C/C
33
3
33
3
(-5116/ )
33
3
ONE - BEAM - 20B3 WF 9/16"x
x 7/16"23 11/16"9"
ONE - BEAM - 20B4 WF 1/2"x
x 3/8"23 5/8"7"
ONE - BEAM - 20B5 WF 11/16"x
x 7/16"23 7/8"9"
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
21B11 1 W24X76 29'-5 1/4" SQ-2 A992 B134
a254 L4X3X5/16 1'-8 1/2" A36
21B22 2 W24X55 5'-5 13/16" SQ-2 A992 B136
a144 L3X3X5/16 1'-8 1/2" A36
a382 L4X3X1/4 4'-1 1/2" A36
p132 BAR1/4"X4" 0'-5 3/16" A36
21B31 1 W24X55 21'-10 1/2" SQ-2 A992 B157
a1014 L3X3X5/16 1'-8 1/2" A36
p141 BAR1/4"X4" 1'-4" A36
p171 PL1/4"X19 13/16" 6'-5 5/8" A36
p433 BAR3/8"X12" 1'-0" A36
21B41 1 W24X55 21'-10 1/2" SQ-2 A992 B158
a102 L3X3X5/16 1'-2 1/2" A36
a142 L3X3X5/16 1'-8 1/2" A36
p141 BAR1/4"X4" 1'-4" A36
p171 PL1/4"X19 13/16" 6'-5 5/8" A36
p433 BAR3/8"X12" 1'-0" A36
21B52 2 W24X55 13'-4 7/8" SQ-2 A992 B159
a392 L4X3X1/4 13'-4 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
21 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 1 0 0
0 1 1 0 0
0 1 0 0 0
0 0 1 0 0
0 1 1 0 0ONE - BEAM - 21B1 W
F 11/16"xx 7/16"23 7/8"
9"
a25 (B/S)GOL 212/512/ C/C
a25 (B/S)GOL 212/512/ C/C
14/TYP
6'-4
29'-534/RD12/RD
(-478/ )
33
3
29'-614/ (W24X76 x 29'-514/ )
33
3
3
5'-8
33
33
33
33
3
33
33
33
3
6'-4
17'-8
58/
3'-5
8'-1
58/
4
4'-8
58/
312/
4'-4
58/
4
4'-1
18/
5'-8
23'-8
58/
4
11'-4
58/
4
8'-5
58/
3'-918/
3'-9
18/
4
24'-0
58/
4
18'-0
58/
2'-7
11'-0
58/
(-478/ )
3
3
4
1'-5
p43
D - D
2 - BEAMS - 21B2 WF 1/2"x
x 3/8"23 5/8"7"
BB
a14 (B/S)GOL 11316/4" C/C
14/
316/ 0"
TYP
312/
11
2/1
12/
312/
1'-4116/
(-512/ )5'-6516/ (W24X55 x 5'-51316/ )(-316/ )
1'-5916/RD 5'-4516/3'-6516/
213
16/3
33
33
3
71
2/3
33
91
4/1
1
p13 (F/S)a38 (F/S)
1 116/Ø
22
53
16/a38
B - B
ONE - BEAM - 21B3 WF 1/2"x
x 3/8"23 5/8"7"
D
D
SHOP NOTE:TACK WELD p43 HERE FORERECTOR TO REMOVEAT CONNECTING BEAMIF REQ'D TO MAKE CONN.
a101 (B/S)GOL 11316/4" C/C
47'-038/
11
2/
312/
21'-1112/ (W24X55 x 21'-1012/ )
6'-578/41316/
11
2/
21'-11RD
12/RD
(-516/ )
(-316/ )
3'-0 6'-7
78/
3'-0 3'-7
78/
778/ 77
8/
213
16/3
33
33
3
312/
33
33
33
3
32
1316/
33
33
3
p4
3(F
/S)
a101 (N/S)GOL 11316/ (N/S)
p17 (F/S)
p14 (F/S)
p4
3(F
/S)
p43
(F/S
)
a101 (F/S)GOL 11316/ (F/S)
4
1'-5
p43
F - F
ONE - BEAM - 21B4 WF 1/2"x
x 3/8"23 5/8"7"
F
F
SHOP NOTE:TACK WELD p43 HERE FORERECTOR TO REMOVEAT CONNECTING BEAMIF REQ'D TO MAKE CONN.
a10 (B/S)GOL 11316/4" C/C
a14 (B/S)GOL 11316/4" C/C
11
2/
47'-038/
21'-11RD
12/
(-516/ )
3'-0 6'-7
78/
3'-0 3'-7
78/
778/ 77
8/
21'-1112/ (W24X55 x 21'-1012/ )
334/
33
33
33
3
33
33
33
134/
(-316/ )
7
6'-578/41316/
334/
213
16/3
33
33
3
p4
3(F
/S)
p4
3(F
/S)
p4
3(F
/S)
p17 (F/S)
p14 (F/S)
GG
33
37
516/
W24X55 x 13'-478/
2
13'-4
78/
1018/
13'-2
78/
2'-8
12'-4
34/
2'-8
9'-8
34/
2'-8
7'-0
34/
2'-8
4'-4
34/
1'-714/
1'-8
34/
112/
112/
0
91
4/1
1
EL=
1879
'-9
75
16/4
33
3
p13 (F/S)p13 (F/S)
a39 (F/S)1 116/
Ø1 116/Ø
2 - BEAMS - 21B5 WF 1/2"x
x 3/8"23 5/8"7"
14/ 4"@16"
53
16/
a39
G - G
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
22B11 1 W24X84 29'-5" SQ-2 A992 B164
a254 L4X3X5/16 1'-8 1/2" A36
a921 L4X3X5/16 8'-2" A36
22B21 1 W24X84 29'-5 1/4" SQ-2 A992 B165
a254 L4X3X5/16 1'-8 1/2" A36
a921 L4X3X5/16 8'-2" A36
22B31 1 W24X55 29'-5 1/4" SQ-2 A992 B166
a244 L4X3X5/16 1'-8 1/2" A36
22B42 2 W24X55 23'-0 7/8" SQ-2 A992 B169
a362 L4X3X1/4 23'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
22B51 1 W24X84 29'-5" SQ-2 A992 B164
a254 L4X3X5/16 1'-8 1/2" A36
a921 L4X3X5/16 8'-2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
22 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 1 0 0 0
0 0 1 0 0
0 0 0 1 0
0 1 1 0 0
1 0 0 0 0
14/ 4"@16"412/
4
B - B
10'-758/ 10'-7
58/
0 8'-2 18'-9
58/
29'-534/RD
29'-614/ (W24X84 x 29'-514/ )
33
33
34
10'-7
58/
3'-11
14'-6
58/
4
14'-1
05
8/
3'-11
18'-9
58/
4
19'-1
58/
3'-0
22'-1
58/
4
22'-5
58/
1'-912/
24'-3
18/
424
'-71
8/3'-918/
3'-9
18/
0 4
4'-1
18/
2'-1012/
6'-1
15
8/
4
7'-3
58/
10
8'-1
58/
4
8'-5
58/
33
33
33
3
a92 (F/S)
a25 (B/S)GOL 212/512/ C/C
14/TYP12/
(-478/ )
1'-10
10'-3
58/
B
B
a25 (B/S)GOL 212/512/ C/C
(-478/ )
33
33
33
3
a24 (B/S)GOL 2916/512/ C/C
a24 (B/S)GOL 2916/512/ C/C
(-478/ )
29'-614/ (W24X55 x 29'-514/ )
33
33
33
3
29'-534/RD
33
3
4
4'-9
58/
2'-2
6'-1
15
8/
4
7'-3
58/
3'-0
10'-3
58/
4
10'-7
58/
2'-458/
13'-0
14/
4
13'-4
14/
1'-238/
14'-6
58/
4
14'-1
05
8/
5'-738/
20'-6
4
20'-1
0
1'-358/
22'-1
58/
4
22'-5
58/
1'-7
24'-0
58/
4
24'-4
58/
33
33
33
33
(-478/ )
12/RD
4'-558/
4'-5
58/
ONE - BEAM - 22B2 WF 3/4"x
x 1/2"24 1/8"9"
CC
EL=
1867
'-51
2/
47
516/
33
3
W24X55 x 23'-078/
112/
23'-0
78/
1114/
22'-1
13
8/
1'-8
22'-0
18/
2'-5
20'-4
18/
2'-5
17'-1
11
8/
2'-5
15'-6
18/
2'-5
13'-1
18/
2'-5
10'-8
18/
2'-5
8'-3
18/
2
20
2'-5
5'-1
01
8/
2'-5
3'-5
18/
1018/
1'-0
18/
11
91
4/ 71
2/3
33
p13p13a36 (N/S)
1 116/Ø1 116/
Ø
14/ 4"@16"
53
16/
a36C - C
ONE - BEAM - 22B3 WF 1/2"x
x 3/8"23 5/8"7"
WF 3/4"x
x 1/2"24 1/8"9"
ONE - BEAM - 22B1
2 - BEAMS - 22B4 WF 1/2"x
x 3/8"23 5/8"7"
14/ 4"@16"
4
412/
D - D
10'-712/ 10'-7
12/
0 8'-2 18'-9
12/
29'-6 (W24X84 x 29'-5")
33
33
3
3'-11
14'-6
12/
2'-1012/
6'-1
11
2/
4
7'-3
12/
10
8'-1
12/
4
8'-5
12/
33
33
33
333
33
33
3
a25 (F/S)GOL 212/ (F/S)
a25 (N/S)GOL 212/ (N/S)
a25 (N/S)GOL 212/ (N/S)
a25 (F/S)GOL 212/ (F/S)
a92 (F/S)
14/TYP12/
(-5)
4
10'-7
12/
1'-10
10'-3
12/
3'-9 3'-9
0 4
4'-1
D
D
29'-512/
(-5)
4
14'-1
01
2/
3'-11
18'-9
12/
4
19'-1
12/
3'-0
22'-1
12/
4
22'-5
12/
1'-912/
24'-3
4
24'-7
ONE - BEAM - 22B5 WF 3/4"x
x 1/2"24 1/8"9"
14/ 4"@16"
4
412/a92
E - E29'-512/RD
29'-6 (W24X84 x 29'-5")
3'-11
14'-6
12/
3
33
3
33
3
33
33
33
33
33
33
33
3
a92 (F/S)
a25 (B/S)GOL 212/512/ C/C
14/TYP12/
(-5)
33
33
3
4
10'-7
12/
1'-10
10'-3
12/
4
8'-5
12/
10
8'-1
12/
4
7'-3
12/
2'-1012/
6'-1
11
2/
4
4'-1
3'-9 3'-9
0
E
E
a25 (B/S)GOL 212/512/ C/C
(-5)
4
24'-7
4
14'-1
01
2/
1'-912/
24'-3
4
22'-5
12/
3'-0
22'-1
12/
4
19'-1
12/
3'-11
18'-9
12/
33
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
23B32 2 W24X55 23'-0 7/8" SQ-2 A992 B20
a362 L4X3X1/4 23'-0 3/8" A36
p134 BAR1/4"X4" 0'-5 3/16" A36
23B51 1 W24X68 29'-4 15/16" SQ-2 A992 B100
a254 L4X3X5/16 1'-8 1/2" A36
23B61 1 W24X76 29'-4 15/16" SQ-2 A992 B133
a254 L4X3X5/16 1'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/26/2010
TH
3-21375
23 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 1 1 0 0
0 1 0 0 0
0 1 0 0 0
a25 (B/S)GOL 212/512/ C/C
a25 (B/S)GOL 212/512/ C/C
14/TYP
29'-51516/ (W24X68 x 29'-41516/ )
4
24'-0
12/
2'-5 23'-8
12/
4
21'-3
12/
2'-11 20'-1
112/
4
18'-0
12/
6'-4 17'-8
12/
4
11'-4
12/
6'-4 11'-0
12/
4
4'-8
12/
4'-412/ 4'-4
12/
0
29'-5716/RD12/RD
(-5)
33
33
3
(-5116/ )
33
33
33
33
33
33
33
33
33
3
14/ 4"@16"
53
16/
a36
C - C
CC
W24X55 x 23'-078/
75
16/3
33
33
34
712/
91
4/1
1
2'-6
22'-0
34/
2'-6
19'-6
34/
2'-6
17'-0
34/
2'-6
14'-6
34/
2'-6
12'-0
34/
2'-6
9'-6
34/
2'-6
7'-0
34/
2'-6
4'-6
34/1'-1114/
2'-0
34/
112/
11
2/0
2
23'-0
78/
1018/
22'-1
07
8/
EL=
1879
'-9 1 116/Ø
1 116/Øa36 (F/S)
p13 (F/S) p13 (F/S)
29'-5716/RD
33
3
(-5116/ )
33
3
29'-51516/ (W24X76 x 29'-41516/ )
33
33
33
33
3'-9
3'-9
4
4'-1
312/
4'-4
12/
2'-7
11'-0
12/
4
11'-4
12/
6'-4
17'-8
12/
4
18'-0
12/
4
4'-8
12/
3'-5
8'-1
12/
4
8'-5
12/
4
24'-0
12/
5'-8
23'-8
12/
a25 (B/S)GOL 212/512/ C/C
14/TYP
12/RD
(-5)
33
33
33
3
33
a25 (B/S)GOL 212/512/ C/C
2 - BEAMS - 23B3 WF 1/2"x
x 3/8"23 5/8"7"
ONE - BEAM - 23B5 WF 9/16"x
x 7/16"23 11/16"9"
ONE - BEAM - 23B6 WF 11/16"x
x 7/16"23 7/8"9"
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
24B11 1 W18X35 15'-3" SQ-2 A992 B5
a401 L4X3X1/4 14'-0" A36
24B21 1 W18X55 29'-7" SQ-2 A992 B6
a411 L4X3X1/4 28'-4" A36
24B31 1 W18X35 15'-3" SQ-2 A992 B7
a401 L4X3X1/4 14'-0" A36
24B42 2 W18X55 30'-2 3/8" SQ-2 A992 B11
a118 L3X3X5/16 1'-2 1/2" A36
24B51 1 W24X55 29'-5 1/4" SQ-2 A992 B135
a244 L4X3X5/16 1'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
24 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
2 0 0 0 0
0 0 0 1 0
ONE - BEAM - 24B1 WF 7/16"x
x 1/4"17 11/16"6"
14'-0712/
53
16/
a40
A - A
AA
EL=
1891
'-111
4/
4
7'-7
18/
7'-318/
7'-3
18/
RD
814/
93
4/
112/
11
2/0
112/
15'-3
1134/
15'-1
12/
2'-8
14'-1
34/
2'-8
11'-5
34/
2'-8
8'-9
34/
2'-8
6'-1
34/
2'-8
3'-5
34/
33
11
31
8/
W18X35 x 15'-3
33
49
16/3
44
38/
33
3
1 116/Ø
1 116/Ø
a40 (F/S)
ONE - BEAM - 24B2 WF 5/8"x
x 3/8"18 1/8"7 1/2"
14/ 4"@16"
5316/
28'-4712/
a41
B - B
BB
11
31
8/
W18X55 x 29'-7
49
16/
112/
11
2/0
814/
93
4/
2'-8
3'-5
34/
2'-8
6'-1
34/
2'-8
8'-9
34/
2'-8
14'-1
34/
2'-8
16'-9
34/
2'-8
19'-5
34/
2'-0
21'-5
34/
2'-4
23'-9
34/
2'-4
26'-1
34/
2'-4
28'-5
34/
1134/
29'-5
12/
112/
29'-7
2'-8
11'-5
34/
7'-3 14'-7
12/
7'-3 22'-2
12/
4
22'-6
12/
4
14'-1
112/
4
7'-4
12/
7'-012/ 7'-0
12/
0
33
1 116/Ø
1 116/Ø
a41 (F/S)
11
31
8/
EL=
1891
'-11
14/
33
33
34
11
31
8/ 33
11
31
8/
34
38/
33
ONE - BEAM - 24B3 WF 7/16"x
x 1/4"17 11/16"6"
14/ 4"@16"
14'-0712/
53
16/
a40
C - C
CC
11
31
8/
11
31
8/
EL=
1891
'-111
4/
7'-71516/
7'-7
1516/
RD 4
7'-1
115
16/
814/
93
4/
112/
11
2/0
112/
15'-3
1134/
15'-1
12/
2'-8
14'-1
34/
2'-8
11'-5
34/
2'-8
8'-9
34/
2'-8
6'-1
34/
2'-8
3'-5
34/
W18X35 x 15'-3
33
34
38/
33
34
43
8/
33
a40 (F/S)
1 116/Ø
1 116/Ø
2 - BEAMS - 24B4 WF 5/8"x
x 3/8"18 1/8"7 1/2"
a11 (B/S)GOL 178/4" C/C
a11 (B/S)GOL 178/4" C/C
30'-338/ (W18X55 x 30'-238/ )
(-516/ )
30'-278/RD12/RD
4
22'-1
03
16/
7'-3
22'-6
316/
4
15'-3
316/
7'-3
14'-1
13
16/
4
7'-8
316/
7'-4316/
7'-4
316/
EL=
1855
'-2
33
3
33
33
3
33
33
3
(-516/ )
ONE - BEAM - 24B5 WF 1/2"x
x 3/8"23 5/8"7"
a24 (B/S)GOL 2916/512/ C/C
29'-614/ (W24X55 x 29'-514/ )
758/
13'-0
14/
4
12'-4
58/
4
13'-4
14/
4
4'-9
58/
4'-558/
4'-5
58/
12/RD
29'-534/RD
33
33
33
33
33
3
33
33
a24 (B/S)GOL 2916/512/ C/C
(-478/ )
4
10'-7
58/
115'
-85
8/4
6'-0
58/
1'-5
12'-0
58/
4'-3
10'-3
58/
(-478/ )
33
33
33
3
4
24'-4
58/
3'-258/
24'-0
58/
4
20'-1
0
2'-138/
20'-6
4
18'-4
58/
4'-838/
18'-0
58/
NO PAINT
NO PAINT
GA 312/
GA 312/
a10 (B/S)GOL 11316/4" C/C
41
2/3
33
33
33
3
(-538/ ) 23'-6716/ (W18X50 x 23'-51516/ ) (-316/ )
23'-6716/RD
32 3 3 31516/
Ø
1516/Ø
1516/Ø
6 - BEAMS - 25B4 WF 9/16"x
x 3/8"18"7 1/2"
GA 3
GA 312/
GA 312/
NO PAINT
NO PAINT
a11 (B/S)GOL 178/4" C/C
2
23'-51516/RD
(-316/ )23'-51516/ (W18X50 x 23'-5716/ )(-578/ )
33
33
3
41
2/3
33
33 3 23'-3716/32
1516/Ø
1516/Ø
1516/Ø
NO PAINT
NO PAINT
GA 312/
GA 312/
a11 (B/S)GOL 178/4" C/C
41
2/3
33
(-578/ ) 23'-51516/ (W18X50 x 23'-5716/ ) (-316/ )
23'-51516/RD
32 3 3 3
33
33
3
1516/Ø
1516/Ø
1516/Ø
NO PAINT
NO PAINT
GA 312/
GA 312/
NO PAINT
NO PAINT
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
41
2/3
33
15'-134/RD
33
33
3
(-478/ )15'-134/ (W18X50 x 15'-114/ )(-538/ )
32 3 3 3
32
12/
3
4
7'-6
14/
7'-214/
7'-2
14/
1516/Ø
1516/Ø
1516/Ø
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
25B11 1 W18X35 23'-2 1/8" SQ-2 A992 B26
a421 L4X3X1/4 22'-0" A36
25B21 1 W18X35 23'-2 1/8" SQ-2 A992 B27
a421 L4X3X1/4 22'-0" A36
25B33 3 W18X50 23'-5 15/16" SQ-2 A992 B28
a106 L3X3X5/16 1'-2 1/2" A36
25B46 6 W18X50 23'-5 7/16" SQ-2 A992 B30
a1112 L3X3X5/16 1'-2 1/2" A36
25B52 2 W18X50 23'-5 7/16" SQ-2 A992 B31
a114 L3X3X5/16 1'-2 1/2" A36
25B64 4 W18X50 23'-5 7/16" SQ-2 A992 B32
a108 L3X3X5/16 1'-2 1/2" A36
25B73 3 W18X50 15'-1 1/4" SQ-2 A992 B33
a266 L4X3X5/16 1'-2 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
25 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
0 0 0 1 0
0 0 0 3 0
2 2 2 0 0
2 0 0 0 0
0 2 2 0 0
0 0 0 3 0
ONE - BEAM - 25B1 WF 7/16"x
x 1/4"17 11/16"6"
14/ 4"@16"
658/ 22'-0
a42
A - A
AA
112/
11
2/0
1'-1138/
2'-0
78/
2'-6
4'-6
78/
2'-6
7'-0
78/
2'-6
9'-6
78/
2'-6
12'-0
78/
2'-6
14'-6
78/
2'-6
17'-0
78/
2'-6
19'-6
78/
2'-6
22'-0
78/
1134/
23'-0
58/
112/
23'-2
18/
43
8/3
33
W18X35 x 23'-218/
11
31
8/
33
34
916/
4EL=
1891
'-111
4/ 1 116/Ø
1 116/Ø
a42 (F/S)
ONE - BEAM - 25B2 WF 7/16"x
x 1/4"17 11/16"6"
14/ 4"@16"
658/ 22'-0
53
16/
a42
B - B
BB
EL=
1891
'-11
14/
W18X35 x 23'-218/
11
31
8/
43
8/3
33
49
49
16/
2'-8
14'-4
38/
2'-8
17'-0
38/
2'-8
19'-8
38/
2'-8
22'-4
38/
814/
23'-0
58/
112/
23'-2
18/
112/
112/
0
1078/
1'-0
38/
2'-8
9'-0
38/
2'-8
11'-8
38/
2'-8
3'-8
38/
2'-8
6'-4
38/
1 116/Ø
1 116/Ø
a42 (N/S)
3 - BEAMS - 25B3 WF 9/16"x
x 3/8"18"7 1/2"
2 - BEAMS - 25B5 WF 9/16"x
x 3/8"18"7 1/2"
4 - BEAMS - 25B6 WF 9/16"x
x 3/8"18"7 1/2"
a10 (B/S)GOL 11316/4" C/C
41
2/3
33
(-578/ ) 23'-51516/ (W18X50 x 23'-5716/ ) (-316/ )
23'-51516/RD
32 3 3 3
36
33
1516/Ø
1516/Ø
1516/Ø
WF 9/16"x
x 3/8"18"7 1/2"
3 - BEAMS - 25B7
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
26B12 2 W18X50 15'-0 5/8" SQ-2 A992 B34
a264 L4X3X5/16 1'-2 1/2" A36
26B22 2 W18X50 15'-0 5/8" SQ-2 A992 B35
a264 L4X3X5/16 1'-2 1/2" A36
26B32 2 W18X50 15'-0 3/4" SQ-2 A992 B36
a264 L4X3X5/16 1'-2 1/2" A36
26B41 1 W18X50 29'-5 1/4" SQ-2 A992 B39
a264 L4X3X5/16 1'-2 1/2" A36
26B52 2 W18X50 15'-0 3/4" SQ-2 A992 B40
a264 L4X3X5/16 1'-2 1/2" A36
26B62 2 W18X50 15'-0 5/8" SQ-2 A992 B41
a264 L4X3X5/16 1'-2 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
26 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Chgd W8 Conns to 2-1/2" Drop TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
2 0 0 0 0
0 2 0 0 0
0 0 2 0 0
0 0 0 1 0
0 0 2 0 0
2 0 0 0 0
2 - BEAMS - 26B1 WF 9/16"x
x 3/8"18"7 1/2"
NO PAINT
NO PAINT
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
41
2/3
33
(-578/ ) 15'-118/ (W18X50 x 15'-058/ ) (-5)
15'-118/RD
33
33
3
2 33 3 3
7'-418/
7'-4
18/
4
7'-8
18/
33
21
2/3
1516/Ø
1516/Ø
1516/Ø
2 - BEAMS - 26B2 WF 9/16"x
x 3/8"18"7 1/2"
GA 312/
GA 312/
NO PAINT
NO PAINT
a26 (B/S)GOL 2916/512/ C/C
2 3 3 33
15'-118/RD
(-5)15'-118/ (W18X50 x 15'-058/ )(-578/ )
33
33
3
412/
33
3
7'-11116/
7'-1
1116/
4
7'-5
1116/
33
21
2/3
1516/Ø
1516/Ø
1516/Ø
2 - BEAMS - 26B3 WF 9/16"x
x 3/8"18"7 1/2"
NO PAINT
NO PAINT
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
7'-11116/
7'-1
1116/
4
7'-5
1116/
41
2/3
33
(-578/ ) 15'-114/ (W18X50 x 15'-034/ ) (-478/ )
15'-114/RD
33
33
3
32 3 3 3
21
2/3
33
1516/Ø
1516/Ø
1516/Ø
ONE - BEAM - 26B4 WF 9/16"x
x 3/8"18"7 1/2"
3
29'-534/RD
4
13'-5
78/
1'-034/
14'-6
58/
4
14'-1
05
8/
5'-9
20'-7
58/
4
20'-1
15
8/
1'-2
22'-1
58/
4
22'-5
58/
1'-838/
24'-2
414/
24'-6
14/
33
3
(-478/ )
29'-614/ (W18X50 x 29'-514/ )
33
33
3 33
3
21
2/3
a26 (B/S)GOL 2916/512/ C/C
12/RD
(-478/ )
EL=
1891
'-111
4/
4'-714/
4'-7
14/
4
4'-1
11
4/
2'-038/
6'-1
15
8/
4
7'-3
58/
3'-158/
10'-5
14/
4
10'-9
14/
2'-458/
13'-1
78/
a26 (B/S)GOL 2916/512/ C/C
33 3
33
33
2 - BEAMS - 26B5 WF 9/16"x
x 3/8"18"7 1/2"
13'-1034/
13'-1
03
4/
3
14'-1
034/
2
15'-0
34/
12/
(-578/ )15'-114/ (W18X50 x 15'-034/ )(-478/ )
33
33
3
33
33
3
4
9'-8
58/
1'-558/
9'-4
58/
4
7'-1
11
16/
2'-1038/
7'-7
116/
4
4'-8
58/
4'-458/
4'-4
58/
RD
41
2/3
33
33
3
33
3
1516/Ø
1516/Ø
1516/Øa26 (B/S)
GOL 2916/512/ C/C
14/TYP
GA 312/ NO PAINT
GA 312/ NO PAINT
3
14'-1
34/
3
14'-4
34/
3
14'-7
34/
2 - BEAMS - 26B6 WF 9/16"x
x 3/8"18"7 1/2"
NO PAINT
1'-8
9'-4
12/
2'-8
7'-4
12/
4
4'-8
12/
4'-412/
4'-4
12/
RD
13'-1058/ 3 3 3 3 2
2
12/
(-578/ )15'-118/ (W18X50 x 15'-058/ )(-5)
33
3
33
33
3
41
2/3
33
33
3
33
3RD
1516/Ø
1516/Ø
1516/Øa26 (B/S)
GOL 2916/512/ C/C
14/TYP
4
7'-8
12/
NO PAINT GA 312/
GA 312/
4
9'-8
12/
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
27B12 2 W18X50 15'-1 1/4" SQ-2 A992 B43
a264 L4X3X5/16 1'-2 1/2" A36
27B21 1 W18X35 13'-7" SQ-2 A992 B52
a451 L4X3X1/4 12'-4" A36
27B31 1 W18X50 30'-2 5/8" SQ-2 A992 B56
a104 L3X3X5/16 1'-2 1/2" A36
27B41 1 W18X40 21'-10 5/8" SQ-2 A992 B62
a114 L3X3X5/16 1'-2 1/2" A36
27B52 2 W18X40 21'-10 5/8" SQ-2 A992 B63
a104 L3X3X5/16 1'-2 1/2" A36
a114 L3X3X5/16 1'-2 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
27 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Chgd W8 Conns to 2-1/2" Drop TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 2 0
0 0 0 1 0
0 0 0 1 0
1 0 0 0 0
0 1 1 0 0
2 - BEAMS - 27B1 WF 9/16"x
x 3/8"18"7 1/2"
14/TYP
13'-1114/ 3 3 3 3 2
33
33
41
2/3
33
33
33
3
33
33
3
(-478/ ) 15'-134/ (W18X50 x 15'-114/ ) (-538/ )
12/
9'-458/ 4 14'-1114/ 2
4'-458/
4'-4
58/
4
4'-8
58/
2'-1038/
7'-7
116/
4
7'-1
11
16/
13'-1114/RD 3 3 3 3
1516/Ø
a26 (B/S)GOL 2916/512/ C/C
1516/ "Ø
GA 312/ ~NO PAINT
1516/ "Ø
GA 312/ ~NO PAINT
ONE - BEAM - 27B2 WF 7/16"x
x 1/4"17 11/16"6"
AA
11
31
8/
33
34
38/
W18X35 x 13'-7
112/
13'-7
1'-1134/
13'-5
12/
2'-8
11'-5
34/
2'-8
8'-9
34/
2'-8
6'-1
34/
2'-8
3'-5
34/
814/
934/
112/
11
2/0
44
38/
33
3
EL=
1891
'-11
14/
a45 (F/S) 1 116/Ø
1 116/Ø
53
16/
12'-4712/
a45
A - A
ONE - BEAM - 27B3 WF 9/16"x
x 3/8"18"7 1/2"
30'-358/ (W18X50 x 30'-258/ )
33
3
30'-318/RD
33
33
3
2'-1058/
24'-6
1516/
1'-1134/
15'-1
0516/
4
21'-4
516/
4
21'-8
516/
4
24'-1
015
16/
4
16'-2
516/
5'-31116/
30'-2
58/
4'-111516/
4'-1
115
16/
4
5'-3
1516/
4
5'-7
1516/
5'-2
10'-9
1516/
4
11'-1
1516/
458/
11'-6
916/
4'-10
21'-0
516/
4
11'-1
0916/
1'-8
13'-6
916/
4
13'-1
0916/
a10 (B/S)GOL 11316/4" C/C
11
4/
11
2/
32
12/
3
EL=
1891
'-111
4/
33
3
3
(-316/ )
12/RD
a10 (B/S)GOL 11316/4" C/C
11
2/
3
11
4/
(-316/ )
33
33
3
3
ONE - BEAM - 27B4 WF 1/2"x
x 1/4"17 7/8"6"
a11 (B/S)GOL 178/4" C/C
a11 (B/S)GOL 178/4" C/C
21'-1158/ (W18X40 x 21'-1058/ )
11'-1516/
11'-1
516/
4
11'-5
516/
212/
(-316/ )
21'-1118/RD
EL=
1855
'-2
333
33
3
(-316/ )
33
33
3
33
3
GA 3
2 - BEAMS - 27B5 WF 1/2"x
x 1/4"17 7/8"6"
a10 (B/S)GOL 11316/4" C/C
a11 (B/S)GOL 178/4" C/C
11'-1516/
11'-1
516/
4
11'-5
516/
21'-1158/ (W18X40 x 21'-1058/ )(-316/ )
EL=
1867
'-51
2/
12/ 2
33
33
3
(-316/ )
33
33
3
33
33
33
21'-1118/RD
GA 3
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
28B11 1 W18X40 21'-10 5/8" SQ-2 A992 B64
a102 L3X3X5/16 1'-2 1/2" A36
a992 L3X3X5/16 1'-2 1/2" A36
28B21 1 W18X40 21'-10 5/8" SQ-2 A992 B68
a104 L3X3X5/16 1'-2 1/2" A36
p681 BAR3/8"X7 1/2" 10'-11 1/8" A36
28B31 1 W18X40 21'-10 1/2" SQ-2 A992 B72
a104 L3X3X5/16 1'-2 1/2" A36
28B42 2 W18X40 21'-10 1/2" SQ-2 A992 B73
a108 L3X3X5/16 1'-2 1/2" A36
28B51 1 W18X35 21'-10 5/8" SQ-2 A992 B78
a102 L3X3X5/16 1'-2 1/2" A36
a992 L3X3X5/16 1'-2 1/2" A36
p121 PL1/4"X19 13/16" 6'-4" A36
28B63 3 W18X35 21'-3" SQ-2 A992 B82
a433 L4X3X1/4 20'-0" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
28 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Add Plates TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
0 0 0 1 0
1 0 0 0 0
0 1 1 0 0
0 0 0 1 0
0 0 0 3 0
ONE - BEAM - 28B1 WF 1/2"x
x 1/4"17 7/8"6"
a10 (B/S)GOL 11316/4" C/Ca99 (B/S)
GOL 178/4" C/C
2
20 9'-11516/ 10
'-15
16/
4
10'-5
516/
11'-51316/ 21'-1
118/
(-316/ )
33
33
3
33
33
3
(-316/ )
12/21'-1118/RD
21'-1158/ (W18X40 x 21'-1058/ )
33
33
3
GA 3
ONE - BEAM - 28B2 WF 1/2"x
x 1/4"17 7/8"6"
712/
p68
E - E
ONE - BEAM - 28B3 WF 1/2"x
x 1/4"17 7/8"6"
a10 (B/S)GOL 11316/4" C/C
a10 (B/S)GOL 11316/4" C/C
12/
(-14/ )
21'-11RD
21'-1112/ (W18X40 x 21'-1012/ )
414/
33
33
33
(-14/ )
13
4/EL=
1855
'-2
414/
33
33
3
33
3
4
11'-5
14/
8
11'-1
14/
4
10'-5
14/
10'-114/
10'-1
14/
E
E
SHOP VERIFY W/ CONTRACTORIF PLATE IS REQUIRED PRIORTO WELDING TO BEAM
a10 (B/S)GOL 11316/4" C/C
a10 (B/S)GOL 11316/4" C/C
(-316/ )
EL=
1891
'-111
4/
21'-1158/ (W18X40 x 21'-1058/ )
33
33
33
4
10'-5
516/
10'-1516/ 10'-1
516/
0
33
33
3
(-316/ )
12/RD
21'-1118/RD
33
33
3
31516/10'-1118/10'-7916/
p68
2 - BEAMS - 28B4 WF 1/2"x
x 1/4"17 7/8"6"
a10 (B/S)GOL 11316/4" C/C
a10 (B/S)GOL 11316/4" C/C21'-11RD
(-14/ )
10'-114/
10'-1
14/
4
10'-5
14/
8
11'-1
14/
4
11'-5
14/
12/
414/
33
3
21'-1112/ (W18X40 x 21'-1012/ )
(-14/ )
33
33
3
414/
13
4/
33
33
3
33
33
33
CC
11
31
8/W18X35 x 21'-3
438/
33
3
1134/
1'-1
14/
112/
11
2/0
2'-5
5'-1
11
4/
2'-5
10'-9
14/
2'-5
3'-6
14/
2'-5
8'-4
14/
112/
21'-3
814/
21'-1
12/
2'-5
20'-5
14/
2'-518
'-01
4/2'-5
15'-7
14/
2'-5
13'-2
14/
443
8/3
33
EL=
1891
'-111
4/
a43 (N/S)1 116/
Ø1 116/
Ø
ONE - BEAM - 28B5 WF 7/16"x
x 1/4"17 11/16"6"
1'-5
4
p12
D - D
3 - BEAMS - 28B6 WF 7/16"x
x 1/4"17 11/16"6"
14/ 4"@16"
53
16/
20'-0712/
a43
C - C
D
D
a99 (B/S)GOL 178/4" C/C
414'-618/
(-316/ )
21'-1118/12/
21'-858/
33
33
3
33
33
3
11
4/
334/
334/
11
4/
21'-1158/ (W18X35 x 21'-1058/ )(-316/ )
12/ 21'-1118/RD
33
33
3
EL=
1891
'-111
4/
6'-415'-1916/
p12 (F/S)
GA 3
a10 (B/S)GOL 11316/4" C/C
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
29B11 1 W18X40 21'-5 5/8" SQ-2 A992 B84
a91 L4X3X5/16 8'-2" A36
a104 L3X3X5/16 1'-2 1/2" A36
29B21 1 W18X40 21'-5 5/8" SQ-2 A992 B85
a91 L4X3X5/16 8'-2" A36
a104 L3X3X5/16 1'-2 1/2" A36
29B31 1 W18X35 5'-5 15/16" SQ-2 A992 B88
a102 L3X3X5/16 1'-2 1/2" A36
a441 L4X3X1/4 3'-6 3/4" A36
29B42 2 W18X50 15'-0 5/8" SQ-2 A992 B97
a264 L4X3X5/16 1'-2 1/2" A36
29B52 2 W18X50 15'-0 5/8" SQ-2 A992 B98
a264 L4X3X5/16 1'-2 1/2" A36
29B62 2 W18X50 15'-0 3/4" SQ-2 A992 B99
a264 L4X3X5/16 1'-2 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
29 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 1 0 0 0
0 0 1 0 0
0 0 0 1 0
2 0 0 0 0
0 2 0 0 0
0 0 2 0 0
ONE - BEAM - 29B1 WF 1/2"x
x 1/4"17 7/8"6"
A
A
a10 (B/S)GOL 11316/4" C/C
(-316/ )
33
33
3
21'-658/ (W18X40 x 21'-558/ )
3
3
(-316/ )
312/
33
3
21'-618/RD
EL=
1867
'-51
2/1
14/
11
4/
8'-2
19'-2
516/
4
19'-6
516/
1'-11516/
21'-5
58/
4
5'-6
1316/
5'-112/
10'-8
516/
4
11'-0
516/
5'-21316/
5'-2
1316/
33
33
31
14/
a9
11
4/
a10 (B/S)GOL 11316/4" C/C
314/ 4"@16"
TYP
4
4
A - A
NO PAINT
NO PAINT
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
(-578/ ) 15'-114/ (W18X50 x 15'-034/ ) (-478/ )
41
2/3
33
15'-114/RD
33
33
3
332 3 3
21
2/3
33
7'-11116/
7'-1
1116/
4
7'-5
1116/
1516/Ø
1516/Ø
1516/Ø
CC
a10 (B/S)GOL 11316/4" C/C
EL=
1891
'-111
4/
11
31
8/
33
33
3
33
34
916/
(-316/ ) 5'-6716/ (W18X35 x 5'-51516/ ) (-538/ )12/
2'-3116/RD 4'-31316/ 5'-4716/
11
4/1
14/
3
31 116/
Øa44 (N/S)
1'-4916/ 3'-634/
5316/
C - C
ONE - BEAM - 29B3 WF 7/16"x
x 1/4"17 11/16"6"
NO PAINT
GA 312/
NO PAINT
GA 312/
a26 (B/S)GOL 2916/512/ C/C
2 3 3 3 3
15'-118/RD
(-5)15'-118/ (W18X50 x 15'-058/ )(-578/ )
33
33
3
41
2/3
33
33
32
12/
7'-418/
7'-4
18/
4
7'-8
18/
1516/Ø
1516/Ø
1516/Ø
GA 312/
GA 312/
NO PAINT
NO PAINT
a26 (B/S)GOL 2916/512/ C/C15'-118/RD
(-5)15'-118/ (W18X50 x 15'-058/ )(-578/ )
4
7'-5
1116/
7'-11116/
7'-1
1116/
33
33
3
332 3 3
321
2/3
3
41
2/3
33
1516/Ø
1516/Ø
1516/Ø
2 - BEAMS - 29B4 WF 9/16"x
x 3/8"18"7 1/2"
WF 1/2"x
x 1/4"17 7/8"6"
ONE - BEAM - 29B2
2 - BEAMS - 29B5 WF 9/16"x
x 3/8"18"7 1/2"
14/ 4"@16"TYP
4
3
a9
D - D
2 - BEAMS - 29B6 WF 9/16"x
x 3/8"18"7 1/2"
D
D a10 (B/S)GOL 11316/4" C/C
3
(-316/ )
21'-658/ (W18X40 x 21'-558/ )
21'-618/RD
11
4/
3
(-316/ )
11'-0516/ 8'-2
3
5'-21316/
5'-2
1316/
4
5'-6
1316/
5'-112/
10'-8
516/
4
11'-0
516/
8'-2
19'-2
516/
4
19'-6
516/
11
4/ 33
33
3
11
4/33
3
333
33
3
a9
a10 (B/S)GOL 11316/4" C/C
12/ 3
EL=
1879
'-9
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
30B11 1 W24X68 29'-4 15/16" SQ-2 A992 B100
a254 L4X3X5/16 1'-8 1/2" A36
30B22 2 W18X50 9'-0 3/4" SQ-2 A992 B103
a264 L4X3X5/16 1'-2 1/2" A36
30B34 4 W18X50 9'-0 9/16" SQ-2 A992 B104
a268 L4X3X5/16 1'-2 1/2" A36
30B41 1 W18X50 15'-0 5/8" SQ-2 A992 B131
a51 L6X4X5/16 14'-9 9/16" A36
p152 BAR1/4"X4" 0'-11 15/16" A36
p211 PL3/8"X3 3/4" 0'-8 1/2" A36
p351 BPL3/8"X8 3/4" 1'-2 1/2" A36
p371 BPL3/8"X7 13/16" 1'-2 1/2" A36
30B51 1 W18X50 15'-2 1/8" SQ-2 A992 B132
a81 L6X4X5/16 14'-2 1/8" A36
p211 PL3/8"X3 3/4" 0'-8 1/2" A36
p371 BPL3/8"X7 13/16" 1'-2 1/2" A36
p391 BPL3/8"X8 1/4" 1'-2 1/2" A36
30B61 1 W18X35 5'-5 15/16" SQ-2 A992 B137
a102 L3X3X5/16 1'-2 1/2" A36
a441 L4X3X1/4 3'-6 3/4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
30 2
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
4-1-112 ADDED ANGLE TMc TAN
3/08/111 Changed Marks & Details TMc TH
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 2 0 0
2 2 0 0 0
0 0 1 0 0
0 0 0 1 0
0 0 0 1 0
ONE - BEAM - 30B1 WF 9/16"x
x 7/16"23 11/16"9"
a25 (B/S)GOL 212/512/ C/C
a25 (B/S)GOL 212/512/ C/C
14/TYP
29'-51516/ (W24X68 x 29'-41516/ )
29'-5716/RD
333
3
33
33
33
3
4
21'-3
12/
6'-4
11'-0
12/
4'-412/
4'-4
12/
4
11'-4
12/
2'-5
23'-8
12/
4
24'-0
12/
6'-4
17'-8
12/
4
18'-0
12/
2'-11
20'-1
112/
4
4'-8
12/
(-5)
33
33
33
33
12/RD
33
33
(-5116/ )
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
14/TYP
33337'-1034/RD44'-458/
8'-1034/12/
(-578/ )9'-114/ (W18X50 x 9'-034/ )(-478/ )
33
33
3
41
2/3
33
21
2/3
33
1516/Ø
1516/Ø
1516/Ø
2 - BEAMS - 30B2 WF 9/16"x
x 3/8"18"7 1/2"
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
33337'-10916/RD
44'-4716/
8'-10916/12/
(-578/ )9'-1116/ (W18X50 x 9'-0916/ )(-5116/ )
33
33
3
41
2/3
33
21
2/3
33
1516/Ø
1516/Ø
1516/Ø
4 - BEAMS - 30B3 WF 9/16"x
x 3/8"18"7 1/2"
53
16/
3'-634/1'-4916/12/
a44
F - F
2ONE - BEAM - 30B4 WF 9/16"x
x 3/8"18"7 1/2"
CC
218/
EL=
1879
'-9
W18X50 x 15'-058/
6'-418/ 6'-4
18/
RD
1716/
33
333
33
3 33
33
3
p15
p15 a5 (N/S)
p2
1(F
/S)
p35 (F/S)
p37 (N/S)
14/ 0"
14/ 4"@16"
83
16/
21316/ TOP & BOTTOM FLGTOP & BOTTOM FLG
14'-91316/
21 2/
12
12
1516/
12
12
12
12
218/
6'-418/ 6'-4
18/
RD 8'-812/
15'-0
58/
218/
15'-2
34/
12
12
11 8/
1716/
1716/
p15p15 a5p21
p37
p35
C - C
ONE - BEAM - 30B5 WF 9/16"x
x 3/8"18"7 1/2"
14/ 4"@16"
14/ 0"
34/
278/ TOP & BOTTOM FLGTOP & BOTTOM FLG
138/
1716/12
12
15 8/
6'-4
1516/
RD
15'-3
916/
13 16/
12
12
12
1212
1221 2/
3916/ 14'-218/
83
16/
p39p37
p21 a8
E - E
EE
44116/
1716/
33
3
3916/ 14'-218/
6'-41516/ 6'-4
1516/
RD
W18X50 x 15'-218/138/
EL=
1891
'-111
4/
33
33
3
33
33
3
p37 (N/S)
p39 (F/S)
p2
1(F
/S)
a8 (N/S)
ONE - BEAM - 30B6 WF 7/16"x
x 1/4"17 11/16"6"
2 FF
a10 (B/S)GOL 11316/4" C/C
EL=
1891
'-11
14/
(-316/ ) 5'-6716/ (W18X35 x 5'-51516/ ) (-538/ )
11
31
8/
12/
5'-4716/ 112/
33
34
916/
1'-5916/RD 3'-6516/
11
4/1
14/
3
33
33
3
3a44 (F/S)
1 116/Ø
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
31B12 2 W18X50 9'-1 1/4" SQ-2 A992 B105
a264 L4X3X5/16 1'-2 1/2" A36
31B21 1 W18X50 15'-2 1/8" SQ-2 A992 B107
a81 L6X4X5/16 14'-2 1/8" A36
p211 PL3/8"X3 3/4" 0'-8 1/2" A36
p371 BPL3/8"X7 13/16" 1'-2 1/2" A36
p391 BPL3/8"X8 1/4" 1'-2 1/2" A36
31B31 1 W18X50 15'-0 5/8" SQ-2 A992 B108
a51 L6X4X5/16 14'-9 9/16" A36
p152 BAR1/4"X4" 0'-11 15/16" A36
p211 PL3/8"X3 3/4" 0'-8 1/2" A36
p381 BPL3/8"X8" 1'-2 1/2" A36
p471 BPL3/8"X8 1/2" 1'-2 1/2" A36
31B41 1 W18X50 15'-0 5/8" SQ-2 A992 B109
a51 L6X4X5/16 14'-9 9/16" A36
p152 BAR1/4"X4" 0'-11 15/16" A36
p211 PL3/8"X3 3/4" 0'-8 1/2" A36
p361 BPL3/8"X8 3/4" 1'-2 1/2" A36
p491 BPL3/8"X8 1/2" 1'-2 1/2" A36
31B51 1 W18X35 21'-10 5/8" SQ-2 A992 B129
a112 L3X3X5/16 1'-2 1/2" A36
a992 L3X3X5/16 1'-2 1/2" A36
31B61 1 W18X50 15'-0 5/8" SQ-2 A992 B130
a51 L6X4X5/16 14'-9 9/16" A36
p152 BAR1/4"X4" 0'-11 15/16" A36
p211 PL3/8"X3 3/4" 0'-8 1/2" A36
p381 BPL3/8"X8" 1'-2 1/2" A36
p481 BPL3/8"X8 7/16" 1'-2 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
31 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B CUT 31B2 FLG & ADD WEB DIMS TO HLS TMc TAN
12/27/10A For Approval TMc TAN
3/08/111 Changed Marks & Details TMc TH
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 2 0
0 0 0 1 0
0 1 0 0 0
0 0 1 0 0
0 0 0 1 0
0 1 0 0 02 - BEAMS - 31B1 W
F 9/16"xx 3/8"18"
7 1/2"
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
33
3
41
2/3
33
33
33
3
(-478/ ) 9'-134/ (W18X50 x 9'-114/ ) (-538/ )
12/ 8'-1114/
4'-378/ 512/
7'-1114/RD 3 3 3 3
1516/Ø
1516/Ø
1516/Ø
ONE - BEAM - 31B2 WF 9/16"x
x 3/8"18"7 1/2"
14/ 4"@16"
14/ 0"
1 2/
138/
6'-4
1516/
RD 15'-3
916/
12
121
2
12
1716/
1 58/
14'-218/3916/
278/ TOP & BOTTOM FLGTOP & BOTTOM FLG
8316/
2 12/
12
12
78/
11
4/
212/ TOP & BOTTOM FLGTOP & BOTTOM FLG
p39
p37
B - B
BB
a8
4116/ 4
33
3
W18X50 x 15'-218/
33
33
3
14'-218/3916/
6'-41516/ 6'-4
1516/
RD
EL=
1891
'-111
4/
1716/
33
33
3
p37 (F/S)
p39 (N/S)
p2
1(N
/S)
a8 (F/S)
ONE - BEAM - 31B3 WF 9/16"x
x 3/8"18"7 1/2"
DD a5
218/
EL=
1867
'-51
2/
W18X50 x 15'-058/
6'-4116/ 6'-4
116/
RD
1716/
234/ 14'-91316/
3RD
33
33
33
3
33
33
3
p15p15 a5 (F/S)
p2
1(N
/S)
p38 (N/S) p47 (F/S)
14/ 0"
14/ 4"@16"
3 4/
1716/
1 316/
2 12/
21316/ TOP & BOTTOM FLGTOP & BOTTOM FLG
14'-91316/
12
12
12
12
12
12
218/
6'-4
116/
RD 15'-2
34/
83
16/
33
4/
p15
p15
p47
p38
D - D
ONE - BEAM - 31B4 WF 9/16"x
x 3/8"18"7 1/2"
FF
218/1716/
EL=
1879
'-9
6'-4116/ 6'-4
116/
RD
14'-978/234/
33
33
3 33
33
3
W18X50 x 15'-058/
p15p15 a5 (F/S)
p2
1(N
/S)
p36 (N/S)
p49 (F/S)
14/ 4"@16"
14/ 0"
2 12/
83
16/
2 18/ 1
2
12
12
12
12
12
1 316/
234/ 14'-978/
1716/
218/
33
4/
8'-1058/
15'-2
34/
6'-158/
6'-4
116/
2716/
27
16/0
p15
p15
a5
p49
p36
F - F
ONE - BEAM - 31B5 WF 7/16"x
x 1/4"17 11/16"6"
a11 (B/S)GOL 178/4" C/C
a99 (B/S)GOL 178/4" C/C
21'-1158/ (W18X35 x 21'-1058/ )
(-316/ )
2
20
21'-658/
21'-8
58/
33
33
3
33
33
33
(-316/ )
12/ 21'-1118/RD
GA 3GA 3
ONE - BEAM - 31B6 WF 9/16"x
x 3/8"18"7 1/2"
14/ 0"
13 16/
1716/
13 8/ 2
1 2/
83
16/
6'-158/
6'-4
116/
8'-1058/
15'-2
34/
2716/
27
16/0
218/
12
12
12
12
12
12
14'-978/
234/ TOP & BOTTOM FLGTOP & BOTTOM FLG
p38
p48
p21 a5p15 p15
H - H
HH
218/1716/
33
33
3
33
33
3
14'-978/
234/
6'-4116/ 6'-4
116/
RD
W18X50 x 15'-058/
EL=
1867
'-51
2/
33
3
p48 (N/S)
p38 (F/S)
p2
1(F
/S)
a5 (N/S)p15
p15
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
32B11 1 W18X35 21'-10 5/8" SQ-2 A992 B141
a102 L3X3X5/16 1'-2 1/2" A36
a112 L3X3X5/16 1'-2 1/2" A36
p121 PL1/4"X19 13/16" 6'-4" A36
32B22 2 W18X40 21'-10 5/8" SQ-2 A992 B144
a104 L3X3X5/16 1'-2 1/2" A36
a114 L3X3X5/16 1'-2 1/2" A36
32B31 1 W18X40 21'-10 1/2" SQ-2 A992 B149
a104 L3X3X5/16 1'-2 1/2" A36
32B41 1 W18X40 21'-10 1/2" SQ-2 A992 B150
a104 L3X3X5/16 1'-2 1/2" A36
32B51 1 W18X35 13'-7" SQ-2 A992 B160
a451 L4X3X1/4 12'-4" A36
32B61 1 W18X50 15'-1 1/4" SQ-2 A992 B163
a262 L4X3X5/16 1'-2 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
32 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
0 1 1 0 0
1 0 0 0 0
0 0 1 0 0
0 0 0 1 0
0 0 0 1 0
ONE - BEAM - 32B1 WF 7/16"x
x 1/4"17 11/16"6"
A
A
a11 (B/S)GOL 178/4" C/C
a10 (B/S)GOL 11316/4" C/C
(-316/ )
33
333
3
21'-1118/RD
(-316/ )3
33
33 3
33
33
7'-012/
7'-0
12/
4
7'-4
12/
12/ 2
EL=
1891
'-111
4/
21'-1158/ (W18X35 x 21'-1058/ )
6'-45116/
334/
334/
11
4/1
14/
p12 (F/S)
GA 3
14/ 4"@16"
4
1'-5
p12
A - A
2 - BEAMS - 32B2 WF 1/2"x
x 1/4"17 7/8"6"
a10 (B/S)GOL 11316/4" C/C
a11 (B/S)GOL 178/4" C/C
33
3
(-316/ )
33
33
3
21'-1118/RD
(-316/ )
10'-5516/
10'-5
516/
4
10'-9
516/
12/ 716/
EL=
1867
'-51
2/
21'-1158/ (W18X40 x 21'-1058/ )
33
33
3
221'-858/
GA 3
a10 (B/S)GOL 11316/4" C/C
a10 (B/S)GOL 11316/4" C/C
13
4/
5
(-14/ )
21'-11RD
4
10'-9
14/
10'-514/
10'-5
14/
414/
13
4/
21'-1112/ (W18X40 x 21'-1012/ )
EL=
1855
'-2
12/
(-14/ )
33
33
3
33
333
33
33
ONE - BEAM - 32B3 WF 1/2"x
x 1/4"17 7/8"6"
a10 (B/S)GOL 11316/4" C/C
a10 (B/S)GOL 11316/4" C/C
12/
4
10'-9
14/
10'-514/
10'-5
14/
(-14/ )
5
21'-11RD
13
4/
13
4/
414/
33
33
33
(-14/ )
33
3
EL=
1879
'-9
21'-1112/ (W18X40 x 21'-1012/ )
33
33
3
53
16/
a45
E - E
ONE - BEAM - 32B4 WF 1/2"x
x 1/4"17 7/8"6"
EE
112/
13'-7
1134/
13'-5
12/
2'-8
12'-5
34/
2'-8
9'-9
34/
2'-8
7'-1
34/
2'-8
4'-5
34/
1'-814/
1'-9
34/
112/
112/
0
43
8/3
33
34
38/
33
W18X35 x 13'-7
712/ 12'-4
11
31
8/
1 116/Ø
1 116/Ø
a45 (F/S)
NO PAINT
NO PAINT
GA 312/
GA 312/
a26 (B/S)GOL 2916/512/ C/C
33
21
2/
41
2/3
33
(-538/ ) 15'-134/ (W18X50 x 15'-114/ ) (-478/ )
15'-134/RD
33
33
3
7'-214/
7'-2
14/
4
7'-6
14/
32 3 3 31516/
Ø
1516/Ø
1516/Ø
ONE - BEAM - 32B5 WF 7/16"x
x 1/4"17 11/16"6"
ONE - BEAM - 32B6 WF 9/16"x
x 3/8"18"7 1/2"
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
33B11 1 W18X35 15'-3" SQ-2 A992 B175
a401 L4X3X1/4 14'-0" A36
33B21 1 W18X55 29'-7" SQ-2 A992 B176
a411 L4X3X1/4 28'-4" A36
33B31 1 W18X35 15'-3" SQ-2 A992 B177
a401 L4X3X1/4 14'-0" A36
33B41 1 W18X35 23'-2 1/8" SQ-2 A992 B27
a421 L4X3X1/4 22'-0" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
33 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
4-1-111 CORRECTED HOLE DIM TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
ONE - BEAM - 33B1 WF 7/16"x
x 1/4"17 11/16"6"
53
16/
712/ 14'-0a40
A - A
AA
33
EL=
1891
'-11
14/
11
31
8/
7'-318/ 7'-3
18/
0 4
7'-7
18/
W18X35 x 15'-3
33
34
38/
33
34
38/
11
31
8/
712/ 14'-0
2'-8
4'-3
14/
2'-8
6'-1
11
4/
2'-8
9'-7
14/
2'-8
12'-3
14/
2'-5
14'-8
14/
514/
15'-1
12/
112/
15'-3
112/
11
2/0
1'-534/
1'-7
14/
1 116/Ø
1 116/Ø
a40 (N/S)
1
ONE - BEAM - 33B2 WF 5/8"x
x 3/8"18 1/8"7 1/2"
1
BB
W18X55 x 29'-7
33
31
8/1
1
333
3
34
916/
33
112/
29'-7
614/
29'-5
12/
2'-4
28'-1
114/
2'-4
26'-7
14/
2'-4
24'-3
14/
2'-5
21'-1
114/
2'-5
19'-6
14/
2'-8
17'-1
14/
2'-5
14'-5
14/
2'-8
12'-0
14/
2'-8
9'-4
14/
2'-8
6'-8
14/
2'-8
4'-0
14/
1'-234/
1'-4
14/
112/
112/
0
7'-012/ 7'-0
12/
0 4
7'-4
12/
7'-3 14'-7
12/
4
14'-1
11
2/
7'-3 22'-2
12/
4
22'-6
12/
33
343
8/4EL=
1891
'-111
4/
31
8/1
1
31
8/1
1
31
8/1
1
1 116/Ø
1 116/Ø
a41 (N/S)
14/ 4"@16"
53
16/
28'-4712/a41
B - B
ONE - BEAM - 33B3 WF 7/16"x
x 1/4"17 11/16"6"
1
CC
33
34
916/ 3
3
43
8/3
33
W18X35 x 15'-3
4
7'-1
178/
7'-71516/ 7'-7
1516/
0
112/
11
2/0
2'-8
11'-1
11
4/
614/
15'-1
12/
2'-8
14'-7
14/
112/
15'-3
2'-8
9'-3
14/
2'-8
6'-7
14/
2'-8
3'-1
11
4/
1'-134/
1'-3
14/
318/
11
318/
11
a40 (N/S)
1 116/Ø
1 116/Ø
712/14'-0712/
5316/
a40
C - C
ONE - BEAM - 33B4 WF 7/16"x
x 1/4"17 11/16"6"
DD
W18X35 x 23'-218/
11
31
8/
112/
23'-2
18/
2'-278/
23'-0
58/
2'-6
20'-9
34/
2'-6
18'-3
34/
2'-6
15'-9
34/
2'-6
13'-3
34/
2'-6
10'-9
34/
2'-68'
-33
4/2'-6
5'-9
34/
2'-6
3'-3
34/
814/
93
4/
112/
11
2/0
44
38/
33
3
EL=
1891
'-111
4/
4916/
33
3
a42 (F/S)
1 116/Ø
1 116/Ø
14/ 4"@16"
22'-0712/
53
16/
a42
D - D
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
34B11 1 W18X35 23'-2 1/8" SQ-2 A992 B26
a421 L4X3X1/4 22'-0" A36
34B21 1 W18X40 21'-10 5/8" SQ-2 A992 B62
a114 L3X3X5/16 1'-2 1/2" A36
34B31 1 W18X40 21'-10 1/2" SQ-2 A992 B150
a104 L3X3X5/16 1'-2 1/2" A36
34B41 1 W18X50 23'-5 15/16" SQ-2 A992 B28
a992 L3X3X5/16 1'-2 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
34 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
1 0 0 0 0
0 1 0 0 0
0 0 0 1 0
ONE - BEAM - 34B1 WF 7/16"x
x 1/4"17 11/16"6"
14/ 4"@16"
22'-0712/
53
16/
1116/ Ø 1116/ Ø
34B1
a42
A - A
AA
112/
11
2/0
1134/
1'-1
14/
2'-5
3'-6
14/
2'-5
5'-1
11
4/
2'-5
8'-4
14/
2'-5
10'-9
14/
2'-5
13'-2
14/
2'-5
15'-7
14/
2'-5
18'-0
14/
2'-5
20'-5
14/
1'-8
22'-1
14/
1138/
23'-0
58/
112/
23'-2
18/
W18X35 x 23'-218/
31
8/1
1
33
34
916/
33
43
8/4
3
1 116/Ø
1 116/Ø
a42 (N/S)
ONE - BEAM - 34B2 WF 1/2"x
x 1/4"17 7/8"6"
a11 (B/S)GOL 178/4" C/C
a11 (B/S)GOL 178/4" C/C
(-316/ )
21'-1118/RD
33
33
333
3
(-316/ )
10'-5516/
10'-5
516/
4
10'-9
516/
12/
EL=
1855
'-2
21'-1158/ (W18X40 x 21'-1058/ )
221'-858/
33
33
3
GA 3
GA 312/
GA 312/
NO PAINT
NO PAINT GA 3
a99 (B/S)GOL 178/4" C/C
23'-31516/ 23'-3
1516/
2 3 3 3 3
23'-6716/RD
(-316/ )23'-6716/ (W18X50 x 23'-51516/ )(-538/ )
33
33
3
41
2/3
33
1516/Ø
1516/Ø
1516/Ø
1316/Ø
ONE - BEAM - 34B3 WF 1/2"x
x 1/4"17 7/8"6"
a10 (B/S)GOL 11316/4" C/C
a10 (B/S)GOL 11316/4" C/C
13
4/
(-14/ )
21'-11RD
12/
414/ 5
13
4/
21'-1112/ (W18X40 x 21'-1012/ )(-14/ )
33
33
3
4
10'-9
14/
10'-514/
10'-5
14/
33
333
33
33
EL=
1867
'-51
2/
ONE - BEAM - 34B4 WF 9/16"x
x 3/8"18"7 1/2"
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
35B13 3 W16X26 21'-10 3/8" SQ-2 A992 B81
a2212 L3X3X5/16 0'-11 1/2" A36
35B24 4 W16X26 23'-5 11/16" SQ-2 A992 B29
a228 L3X3X5/16 0'-11 1/2" A36
a298 L4X3X5/16 0'-11 1/2" A36
35B34 4 W16X26 15'-10 1/2" SQ-2 A992 B10
a2216 L3X3X5/16 0'-11 1/2" A36
35B51 1 W14X34 21'-10 5/8" SQ-2 A992 B118
a974 L3X3X5/16 0'-8 1/2" A36
35B62 2 W14X34 21'-10 5/8" SQ-2 A992 B118
a978 L3X3X5/16 0'-8 1/2" A36
35B72 2 W14X34 24'-3 7/16" SQ-2 A992 B174
a154 L3X3X5/16 0'-8 1/2" A36
a164 L3X3X5/16 0'-8 1/2" A36
35B82 2 W14X34 21'-10 5/8" SQ-2 A992 B145
a154 L3X3X5/16 0'-8 1/2" A36
a974 L3X3X5/16 0'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
35 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
4/13/111 ADDED DIMS TMc TH
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
3 0 0 0 0
4 0 0 0 0
4 0 0 0 0
1 0 0 0 0
0 1 1 0 0
0 1 1 0 0
0 1 1 0 0
WF 3/8"x
x 1/4"15 11/16"5 1/2"
3 - BEAMS - 35B1
a22 (B/S)GOL 178/4" C/C
a22 (B/S)GOL 178/4" C/C
33
33
EL=
1855
'-2
12/ 21'-1078/RD
(-516/ ) (-516/ )
21'-1138/ (W16X26 x 21'-1038/ )
33
33
WF 3/8"x
x 1/4"15 11/16"5 1/2"
4 - BEAMS - 35B2
a29 (B/S)GOL 258/512/ C/C
a22 (B/S)GOL 178/4" C/C
(-516/ )
12/ 23'-6316/RD
(-5)
23'-61116/ (W16X26 x 23'-51116/ )
33
33
EL=
1855
'-2
33
33
4 - BEAMS - 35B3 WF 3/8"x
x 1/4"15 11/16"5 1/2"
1
a22 (B/S)GOL 178/4" C/C
a22 (B/S)GOL 178/4" C/C
33
3
158/
(-316/ ) 15'-1112/ (W16X26 x 15'-1012/ ) (-516/ )
33
33
33
33
12/ 15'-11
7'-9516/RD 4
11
16/
a97 (B/S)GOL 178/4" C/C
a97 (B/S)GOL 178/4" C/C
3916/
EL=
1879
'-9
35
12/
3
3916/
33
21
2/
12/
21'-1118/RD
(-316/ ) 21'-1158/ (W14X34 x 21'-1058/ ) (-316/ )
1 1
a97 (B/S)GOL 178/4" C/C
a97 (B/S)GOL 178/4" C/C
3916/
21'-1118/RD
(-316/ )(-316/ ) 21'-1158/ (W14X34 x 21'-1058/ )
EL
=1
85
5'-2
11
4/
11
4/
33
212/
351
2/3
3916/
12/
WF 7/16"x
x 1/4"14"6 3/4"
2 - BEAMS - 35B8
ONE - BEAM - 35B5 WF 7/16"x
x 1/4"14"6 3/4"
a97 (B/S)GOL 178/4" C/C a15 (B/S)
GOL 178/4" C/C
3916/3916/
1
11
4/
21'-1118/RD
12/
(-316/ )21'-1158/ (W14X34 x 21'-1058/ )(-316/ )
32
12/
3
512/
512/
33
3
2 - BEAMS - 35B6 WF 7/16"x
x 1/4"14"6 3/4"
WF 7/16"x
x 1/4"14"6 3/4"
2 - BEAMS - 35B7
a15 (B/S)GOL 178/4" C/C
a16 (B/S)GOL 11316/4" C/C
33
212/
11
2/
3916/
33
3
(-316/ )
24'-4716/ (W14X34 x 24'-3716/ )
(-316/ )
12/ 24'-31516/RD
1
312/
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
36B16 6 W14X34 24'-3 1/4" SQ-2 A992 B170
a1624 L3X3X5/16 0'-8 1/2" A36
36B23 3 W14X34 23'-10 9/16" SQ-2 A992 B168
a1612 L3X3X5/16 0'-8 1/2" A36
36B31 1 W14X34 23'-10 11/16" SQ-2 A992 B167
a152 L3X3X5/16 0'-8 1/2" A36
a162 L3X3X5/16 0'-8 1/2" A36
36B41 1 W14X22 21'-10 1/2" SQ-2 A992 B156
a154 L3X3X5/16 0'-8 1/2" A36
36B51 1 W14X30 21'-10 5/8" SQ-2 A992 B155
a154 L3X3X5/16 0'-8 1/2" A36
36B61 1 W14X30 21'-10 5/8" SQ-2 A992 B154
a154 L3X3X5/16 0'-8 1/2" A36
36B71 1 W14X30 21'-10 5/8" SQ-2 A992 B153
a154 L3X3X5/16 0'-8 1/2" A36
36B82 2 W14X30 21'-10 1/2" SQ-2 A992 B148
a158 L3X3X5/16 0'-8 1/2" A36
36B91 1 W14X30 21'-10 1/2" SQ-2 A992 B147
a154 L3X3X5/16 0'-8 1/2" A36
36B101 1 W14X34 21'-10 5/8" SQ-2 A992 B145
a152 L3X3X5/16 0'-8 1/2" A36
a972 L3X3X5/16 0'-8 1/2" A36
36B111 1 W14X34 21'-10 5/8" SQ-2 A992 B142
a154 L3X3X5/16 0'-8 1/2" A36
36B122 2 W14X34 24'-3 7/16" SQ-2 A992 B12
a154 L3X3X5/16 0'-8 1/2" A36
a164 L3X3X5/16 0'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
36 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 3 3 0 0
3 0 0 0 0
1 0 0 0 0
1 0 0 0 0
0 0 1 0 0
0 1 0 0 0
1 0 0 0 0
0 1 1 0 0
1 0 0 0 0
1 0 0 0 0
1 0 0 0 0
0 1 1 0 0
WF 7/16"x
x 1/4"14"6 3/4"
6 - BEAMS - 36B1
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
12/ 24'-334/RD
(-14/ )
EL=
1867
'-51
2/
6
(-14/ )24'-414/ (W14X34 x 24'-314/ )
412/
13
4/
12/ 412/
13
4/
33
3
WF 7/16"x
x 1/4"14"6 3/4"
3 - BEAMS - 36B2
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
33
3
33
3
(-14/ ) 23'-11916/ (W14X34 x 23'-10916/ ) (-316/ )
12/ 23'-11116/RD
13
4/
11
2/
412/ 334/
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 36B3
a15 (B/S)GOL 178/4" C/C
a16 (B/S)GOL 11316/4" C/C
33
21
2/
11
4/
3916/
33
3
(-316/ ) 23'-111116/ (W14X34 x 23'-101116/ ) (-18/ )
12/ 23'-11316/RD
1
234/
WF 5/16"x
x 1/4"13 11/16"5"
ONE - BEAM - 36B4
a15 (B/S)GOL 178/4" C/Ca15 (B/S)
GOL 178/4" C/C
33
21
2/
33
3
33
3
12/ 21'-11
7'-5316/RD 4
11
4/
21'-1112/ (W14X22 x 21'-1012/ ) (-316/ )(-516/ )
334/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 36B5
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
21
2/
11
4/
3916/
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
1
334/
33
3
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 36B6
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
21
2/
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
1
11
2/
3916/ 312/
33
3
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 36B7
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
21
2/
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
11
4/
3916/
12/ 21'-1118/RD
33
3
11
4/
334/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
2 - BEAMS - 36B8
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
33
3
(-14/ )
21'-1112/ (W14X30 x 21'-1012/ )
(-14/ )
12/ 21'-11RD
13
4/
13
4/
414/ 412/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 36B9
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
33
3
(-14/ )21'-1112/ (W14X30 x 21'-1012/ )
(-14/ )
12/ 21'-11RD
13
4/
13
4/
414/ 412/
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 36B10
a97 (B/S)GOL 178/4" C/C a15 (B/S)
GOL 178/4" C/C
3916/3916/
1
11
4/
21'-1118/RD
12/
(-316/ )21'-1158/ (W14X34 x 21'-1058/ )(-316/ )
35
12/
3
33
21
2/
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 36B11
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
21
2/
33
3
(-316/ ) 21'-1158/ (W14X34 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
WF 7/16"x
x 1/4"14"6 3/4"
2 - BEAMS - 36B12
a16 (B/S)GOL 11316/4" C/C a15 (B/S)
GOL 178/4" C/C
12/ 24'-31516/RD
(-316/ )
3916/
EL=
1867
'-51
2/
1
11
2/
33
51
2/
12/ 312/
33
3(-316/ )
24'-4716/ (W14X34 x 24'-3716/ )
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
37B12 2 W14X34 24'-3 7/16" SQ-2 A992 B13
a168 L3X3X5/16 0'-8 1/2" A36
37B22 2 W14X34 24'-3 7/16" SQ-2 A992 B14
a168 L3X3X5/16 0'-8 1/2" A36
37B42 2 W10X22 24'-3 7/16" SQ-2 A992 B16
a198 L3X3X5/16 0'-5 1/2" A36
37B51 1 W10X22 24'-3 7/16" SQ-2 A992 B17
a194 L3X3X5/16 0'-5 1/2" A36
37B61 1 W10X22 24'-3 7/16" SQ-2 A992 B18
a194 L3X3X5/16 0'-5 1/2" A36
37B76 6 W14X34 24'-3 1/4" SQ-2 A992 B19
a1624 L3X3X5/16 0'-8 1/2" A36
37B81 1 W14X34 23'-10 11/16" SQ-2 A992 B23
a152 L3X3X5/16 0'-8 1/2" A36
a162 L3X3X5/16 0'-8 1/2" A36
37B93 3 W14X34 23'-10 9/16" SQ-2 A992 B24
a1612 L3X3X5/16 0'-8 1/2" A36
37B102 2 W14X34 23'-10 11/16" SQ-2 A992 B25
a168 L3X3X5/16 0'-8 1/2" A36
37B111 1 W12X19 10'-2 5/8" SQ-2 A992 B44
a154 L3X3X5/16 0'-8 1/2" A36
37B121 1 W8X24 10'-2 5/8" SQ-2 A992 B45
a194 L3X3X5/16 0'-5 1/2" A36
37B131 1 W10X22 24'-3 7/16" SQ-2 A992 B15
a32 L3X3X5/16 0'-5 1/2" A36
a192 L3X3X5/16 0'-5 1/2" A36
p51 BAR1/4"X1 1/2" 0'-4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
37 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Chgd W8 Conns to 2-1/2" Drop 37B12 TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 2 0 0 0
0 0 2 0 0
0 0 0 2 0
0 0 0 1 0
0 0 0 1 0
0 3 3 0 0
1 0 0 0 0
3 0 0 0 0
2 0 0 0 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
WF 7/16"x
x 1/4"14"6 3/4"
2 - BEAMS - 37B1
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
12/RD
24'-31516/RD
(-458/ )
EL=
1867
'-51
2/
33
3
(-316/ )24'-4716/ (W14X34 x 24'-3716/ )
312/
11
2/
12/ 312/
11
2/
33
3
WF 7/16"x
x 1/4"14"6 3/4"
2 - BEAMS - 37B2
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
12/ 24'-31516/RD
(-458/ )
EL=
1879
'-9
33
3
(-316/ )24'-4716/ (W14X34 x 24'-3716/ )
334/
11
4/
12/ 312/
112/
33
3
a19 (B/S)GOL 178/4" C/C
a19 (B/S)GOL 178/4" C/C
11
4/
12/ 24'-31516/RD
(-316/ )24'-4716/ (W10X22 x 24'-3716/ )(-18/ )
3
334/
33 3
11
2/
334/
EL=
1891
'-111
4/
a19 (B/S)GOL 178/4" C/C a19 (B/S)
GOL 178/4" C/C
334/
11
4/
(-316/ )24'-4716/ (W10X22 x 24'-3716/ )(-18/ )
24'-31516/RD12/
333 3
334/
11
2/E
L=18
91'-1
114/
WF 3/8"x
x 1/4"10 3/16"5 3/4"
2 - BEAMS - 37B4
a19 (B/S)GOL 178/4" C/C a19 (B/S)
GOL 178/4" C/C
3
334/3
11
4/
11
4/
12/ 24'-31516/
24'-4716/ (W10X22 x 24'-3716/ )
33 3
EL=
1891
'-111
4/
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 37B5
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
12/ 24'-334/RD
(-14/ )
EL=
1867
'-51
2/
33
3
(-14/ )24'-414/ (W14X34 x 24'-314/ )
414/
134/
12/ 412/
134/
33
3
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 37B6
a16 (B/S)GOL 11316/4" C/C a15 (B/S)
GOL 178/4" C/C
12/ 23'-11316/RD
(-18/ )
EL=
1855
'-2
33
51
2/
(-316/ )
23'-111116/ (W14X34 x 23'-101116/ )
3916/
11
4/
12/ 234/
11
4/33
3WF 7/16"x
x 1/4"14"6 3/4"
6 - BEAMS - 37B7
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
12/RD
23'-11116/RD
(-316/ )
EL=
1855
'-2
33
3
(-14/ )23'-11916/ (W14X34 x 23'-10916/ )
414/
13
4/
12/ 334/
11
2/
33
3
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 37B8
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
234/12/
11
4/
334/
23'-111116/ (W14X34 x 23'-101116/ )(-316/ )
11
4/33
3E
L=18
55'-2
(-18/ )
23'-11316/RD
12/RD
33
3
WF 7/16"x
x 1/4"14"6 3/4"
3 - BEAMS - 37B9
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
334/
11
4/
11
4/
10'-318/RD12/
(-316/ )
6
334/
(-316/ )
33
3
10'-358/ (W12X19 x 10'-258/ )
WF 7/16"x
x 1/4"14"6 3/4"
2 - BEAMS - 37B10
a19 (B/S)GOL 178/4" C/C
a19 (B/S)GOL 178/4" C/C
334/334/
11
4/
11
4/
9516/ 4 7'-3516/ 4
10'-318/12/
10'-358/ (W8X24 x 10'-258/ )(-316/ ) (-316/ )
32
12/
32
12/
32
12/
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 37B11
WF 3/8"x
x 1/4"10 3/16"5 3/4"ONE - BEAM - 37B13
WF 3/8"x
x 1/4"7 15/16"6 1/2"
ONE - BEAM - 37B12
a19 (B/S)GOL 178/4" C/C
a3 (B/S)GOL 178/4" C/C
11
2/
3916/
11
4/
11
4/
3916/
12/RD
24'-31516/RD
24'-4716/ (W10X22 x 24'-3716/ )
33
35
12/
3
EL=
1891
'-111
4/
p5
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
38B11 1 W8X24 10'-2 5/8" SQ-2 A992 B46
a194 L3X3X5/16 0'-5 1/2" A36
38B22 2 W12X19 10'-2 5/8" SQ-2 A992 B47
a158 L3X3X5/16 0'-8 1/2" A36
38B31 1 W12X19 10'-2 5/8" SQ-2 A992 B48
a154 L3X3X5/16 0'-8 1/2" A36
38B42 2 W12X19 10'-2 5/8" SQ-2 A992 B49
a158 L3X3X5/16 0'-8 1/2" A36
38B51 1 W12X19 11'-2 9/16" SQ-2 A992 B50
a154 L3X3X5/16 0'-8 1/2" A36
38B62 2 W12X19 11'-2 9/16" SQ-2 A992 B51
a158 L3X3X5/16 0'-8 1/2" A36
38B72 2 W14X22 14'-2 1/2" SQ-2 A992 B53
a158 L3X3X5/16 0'-8 1/2" A36
38B81 1 W8X24 3'-5 3/8" SQ-2 A992 B55
a34 L3X3X5/16 0'-5 1/2" A36
38B91 1 W12X19 8'-7 11/16" SQ-2 A992 B57
a154 L3X3X5/16 0'-8 1/2" A36
38B102 2 W12X19 8'-7 11/16" SQ-2 A992 B58
a158 L3X3X5/16 0'-8 1/2" A36
38B111 1 W14X22 21'-10 1/2" SQ-2 A992 B59
a154 L3X3X5/16 0'-8 1/2" A36
38B121 1 W10X22 24'-3 7/16" SQ-2 A992 B16
a194 L3X3X5/16 0'-5 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
38 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
0 0 0 2 0
1 0 0 0 0
0 1 1 0 0
1 0 0 0 0
0 1 1 0 0
2 0 0 0 0
0 0 0 1 0
1 0 0 0 0
0 1 1 0 0
1 0 0 0 0
0 0 0 1 0
WF 3/8"x
x 1/4"7 15/16"6 1/2"
ONE - BEAM - 38B1
a19 (B/S)GOL 178/4" C/C
a19 (B/S)GOL 178/4" C/C
9516/ 4 7'-3516/ 4
EL=
1891
'-111
4/
334/
32
12/
(-316/ ) 10'-358/ (W8X24 x 10'-258/ ) (-316/ )
10'-318/RD12/RD
334/
11
4/
11
4/
WF 3/8"x
x 1/4"12 3/16"4"
2 - BEAMS - 38B2
a15 (B/S)GOL 178/4" C/C a15 (B/S)
GOL 178/4" C/C
334/334/1
14/
11
4/
7'-3516/ 4
32
12/
(-316/ )10'-358/ (W12X19 x 10'-258/ )(-316/ )
12/ 10'-318/
33
3
33
3E
L=18
91'-1
114/
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 38B3
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1855
'-2
134/
1
33
3
(-14/ ) 10'-358/ (W12X19 x 10'-258/ ) (-18/ )
12/ 10'-318/RD
1
33
3
2
414/ 2
WF 3/8"x
x 1/4"12 3/16"4"
2 - BEAMS - 38B4
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
13
4/
1
(-14/ ) 10'-358/ (W12X19 x 10'-258/ ) (-18/ )
12/ 10'-318/RD
1
33
3
2
414/ 2
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 38B5
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
12/ 11'-3116/RD
33
3
33
3
(-14/ ) 11'-3916/ (W12X19 x 11'-2916/ ) (-316/ )
13
4/
11
2/
414/ 4
WF 3/8"x
x 1/4"12 3/16"4"
2 - BEAMS - 38B6
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
12/ 11'-3116/RD
33
3
33
3
(-14/ ) 11'-3916/ (W12X19 x 11'-2916/ ) (-316/ )
13
4/
11
4/
414/ 3
WF 5/16"x
x 1/4"13 11/16"5"
2 - BEAMS - 38B7
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
158/
11
16/
12/14'-3RD
(-516/ )
EL=
1855
'-2
(-316/ )
14'-312/ (W14X22 x 14'-212/ )
33
3
33
3
WF 3/8"x
x 1/4"7 15/16"6 1/2"
ONE - BEAM - 38B8
a3 (B/S)GOL 178/4" C/C
32
12/
32
12/
(-312/ ) 3'-638/ (W8X24 x 3'-538/ )
1
12/ 3'-578/RD
2 2
1
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 38B9
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
33
3
33
3
12/ 8'-8316/
4'-11316/
4'-1
1316/
RD 4
4'-5
1316/
114/
114/
3 314/
(-316/ ) 8'-81116/ (W12X19 x 8'-71116/ ) (-18/ )
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
33
3
33
3
(-316/ ) 8'-81116/ (W12X19 x 8'-71116/ ) (-18/ )
12/ 8'-8316/
4'-11316/
4'-1
1316/
RD 4
4'-5
1316/
11
4/
11
4/
3 314/
GRIND FOR k a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
18/
33
3
33
3
35
12/
3
12/
21'-11
21'-1112/ (W14X22 x 21'-1012/ ) (-516/ )(-316/ )
14'-1516/RD 4
11
4/
334/
WF 3/8"x
x 1/4"12 3/16"4"
2 - BEAMS - 38B10
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 38B12
a19 (B/S)GOL 178/4" C/C
a19 (B/S)GOL 178/4" C/C
11
4/
11
4/
3
12/ 24'-31516/RD
(-316/ )24'-4716/ (W10X22 x 24'-3716/ )(-316/ )
33
334/
EL=
1891
'-111
4/
33
WF 5/16"x
x 1/4"13 11/16"5"
ONE - BEAM - 38B11
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
39B11 1 W14X30 21'-10 5/8" SQ-2 A992 B65
a154 L3X3X5/16 0'-8 1/2" A36
39B21 1 W14X30 21'-10 5/8" SQ-2 A992 B66
a154 L3X3X5/16 0'-8 1/2" A36
39B31 1 W14X30 21'-10 5/8" SQ-2 A992 B67
a154 L3X3X5/16 0'-8 1/2" A36
39B42 2 W14X34 21'-10 5/8" SQ-2 A992 B69
a154 L3X3X5/16 0'-8 1/2" A36
a974 L3X3X5/16 0'-8 1/2" A36
39B61 1 W14X34 21'-10 5/8" SQ-2 A992 B71
a152 L3X3X5/16 0'-8 1/2" A36
a972 L3X3X5/16 0'-8 1/2" A36
39B71 1 W14X30 21'-10 5/8" SQ-2 A992 B74
a154 L3X3X5/16 0'-8 1/2" A36
39B81 1 W14X30 21'-10 5/8" SQ-2 A992 B75
a154 L3X3X5/16 0'-8 1/2" A36
39B91 1 W14X30 21'-10 5/8" SQ-2 A992 B76
a154 L3X3X5/16 0'-8 1/2" A36
39B101 1 W10X22 21'-10 5/8" SQ-2 A992 B77
a192 L3X3X5/16 0'-5 1/2" A36
a272 L4X3X5/16 0'-5 1/2" A36
39B111 1 W10X22 21'-10 5/8" SQ-2 A992 B77
a192 L3X3X5/16 0'-5 1/2" A36
a272 L4X3X5/16 0'-5 1/2" A36
39B121 1 W10X22 21'-10 5/8" SQ-2 A992 B70
a34 L3X3X5/16 0'-5 1/2" A36
p51 BAR1/4"X1 1/2" 0'-4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
39 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 1 0 0 0
0 0 1 0 0
0 1 1 0 0
1 0 0 0 0
1 0 0 0 0
0 1 0 0 0
0 0 1 0 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 39B1
52A13
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
4
10'-5
516/
10'-1516/
10'-1
516/
RD
33
3
33
3
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
21'-1118/12/
33
3
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 39B11
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 39B2
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
410'-1516/RD
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/ 21'-1118/
33
3
33
51
2/
33
3
a19 (B/S)GOL 178/4" C/C
a27 (B/S)GOL 258/512/ C/C
1916/
15
16/
33
(-316/ ) 21'-1158/ (W10X22 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
11
4/
11
4/
3916/
3
33
334/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 39B3
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/ 21'-1118/
1916/11
8/
10'-1516/
10'-1
516/
4
10'-5
516/
33
3
33
3
35
12/
35
12/
3
a27 (B/S)GOL 258/512/ C/C
a19 (B/S)GOL 178/4" C/C
11
4/33 3
3
(-316/ ) 21'-1158/ (W10X22 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
15
16/
11
4/
1916/
334/ 3916/
WF 7/16"x
x 1/4"14"6 3/4"
2 - BEAMS - 39B4
a97 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
21
2/
33
51
2/
(-316/ ) 21'-1158/ (W14X34 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
1
11
4/
3916/ 3916/
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 39B12
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/
21'-1118/RD
11
4/ 1
334/ 3916/
35
12/
3
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 39B6
a97 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
512/
(-316/ ) 21'-1158/ (W14X34 x 21'-1058/ ) (-316/ )
12/
21'-1118/RD
11
4/
11
4/
3916/ 3916/
33
21
2/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 39B7
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/
21'-1118/RD
11
4/
11
4/
334/ 3916/3
51
2/3
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 39B8
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/
21'-1118/RD
11
2/ 1
312/ 3916/
35
12/
3
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 39B9
a3 (B/S)GOL 178/4" C/C
a3 (B/S)GOL 178/4" C/C
3916/
3916/
3916/
2
11
4/
412/21'-658/RD
12/
(-316/ )21'-1158/ (W10X22 x 21'-1058/ )(-316/ )
51
2/3
32
12/
p5
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 39B10
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
40B11 1 W14X43 21'-5 5/8" SQ-2 A992 B83
a42 L3X3X5/16 0'-8 1/2" A36
a162 L3X3X5/16 0'-8 1/2" A36
a1041 L4X3X5/16 8'-2 3/4" A36
40B21 1 W8X24 6'-8 7/16" SQ-2 A992 B86
a34 L3X3X5/16 0'-5 1/2" A36
40B32 2 W14X22 5'-5 7/8" SQ-2 A992 B87
a154 L3X3X5/16 0'-8 1/2" A36
a304 L4X3X5/16 0'-8 1/2" A36
40B41 1 W12X19 11'-6 5/8" SQ-2 A992 B91
a154 L3X3X5/16 0'-8 1/2" A36
40B51 1 W12X19 11'-6 5/8" SQ-2 A992 B92
a154 L3X3X5/16 0'-8 1/2" A36
40B61 1 W12X19 11'-6 5/8" SQ-2 A992 B93
a154 L3X3X5/16 0'-8 1/2" A36
p681 BAR3/8"X7 1/2" 10'-11 1/8" A36
40B71 1 W8X24 10'-5 1/8" SQ-2 A992 B94
a194 L3X3X5/16 0'-5 1/2" A36
40B81 1 W8X24 3'-5 1/4" SQ-2 A992 B95
a34 L3X3X5/16 0'-5 1/2" A36
40B91 1 W8X24 10'-5 1/8" SQ-2 A992 B96
a194 L3X3X5/16 0'-5 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
40 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
8-1-09B revised to suit specs
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 0 0 1 0
2 0 0 0 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
ONE - BEAM - 40B1 WF 1/2"x
x 1/4"13 11/16"8"
21'-618/RD12/
22
22
4
a104
B - B
A
A
BB
a4 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
3
(-316/ )21'-658/ (W14X43 x 21'-558/ )(-316/ )
12/ 21'-618/
445'-21316/RD 19'-2516/410'-8516/
33
3
33
3
8'-234/
19'-2
1116/
10'-111516/
10'-1
115
16/
33
3
3
112/
112/
14/ 4"@16"
4
4
a104
A - A
WF 3/8"x
x 1/4"7 15/16"6 1/2"
ONE - BEAM - 40B2
a3 (B/S)GOL 178/4" C/C
a3 (B/S)GOL 178/4" C/C
32
12/
32
12/
(-316/ ) 6'-9716/ (W8X24 x 6'-8716/ ) (-2)
1
1
314/
11
4/
12/ 6'-81516/RD
334/ 314/
WF 5/16"x
x 1/4"13 11/16"5"
2 - BEAMS - 40B3
a15 (B/S)GOL 178/4" C/C
a30 (B/S)GOL 258/512/ C/C
EL=
1855
'-2
212/
212/
114/
11
4/
12/ 5'-638/RD
(-5)5'-678/ (W14X22 x 5'-578/ )(-18/ )
33
333
3
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 40B4
a15 (B/S)GOL 178/4" C/Ca15 (B/S)
GOL 178/4" C/C
32
12/
32
12/
33
3
(-316/ ) 11'-758/ (W12X19 x 11'-658/ ) (-316/ )
12/ 11'-718/
33
3
6'-7116/
6'-7
116/
RD 4
6'-1
1116/
3'-212/
10'-1
916/
4
10'-5
916/
11
4/
112/
334/ 312/
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 40B5
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
32
12/
32
12/
33
3
(-316/ ) 11'-758/ (W12X19 x 11'-658/ ) (-316/ )
12/ 11'-718/
33
3
6'-7116/
6'-7
116/
RD 4
6'-1
11
16/
3'-212/
10'-1
916/
4
10'-5
916/
11
4/
11
2/
334/ 312/
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 40B6
SHOP VERIFY W/ CONTRACTORIF PLATE IS REQUIRED PRIORTO WELDING TO BEAM
712/
p68
C - C
WF 3/8"x
x 1/4"7 15/16"6 1/2"
ONE - BEAM - 40B7
a19 (B/S)GOL 178/4" C/C
32
12/
10'-558/
21
2/3
10'-618/ (W8X24 x 10'-518/ ) (-958/ )
6'-0
6'-0
RD 4
6'-4
1'-1038/
8'-2
38/
4
8'-6
38/
1
32
12/
1
2 2
WF 3/8"x
x 1/4"7 15/16"6 1/2"
ONE - BEAM - 40B8
a3 (B/S)GOL 178/4" C/C
a3 (B/S)GOL 178/4" C/C
1
32
12/
12/ 3'-534/RD
314/
1
3'-614/ (W8X24 x 3'-514/ )
314/
32
12/
314/ 314/
1
1
WF 3/8"x
x 1/4"7 15/16"6 1/2"
ONE - BEAM - 40B9
321
2/
4
8'-6
38/
8'-238/
8'-2
38/
RD
1
2
1
12/ 10'-558/
2
321
2/
10'-618/ (W8X24 x 10'-518/ ) (-958/ )
321
2/
C
C
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
334/
11
2/
11
4/
11'-718/RD
33
3
312/
12/
11'-758/ (W12X19 x 11'-658/ )(-316/ ) (-316/ )
33
3
31516/10'-1118/3916/
p68 (F/S)
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
41B21 1 W14X34 21'-10 5/8" SQ-2 A992 B110
a154 L3X3X5/16 0'-8 1/2" A36
41B31 1 W14X34 21'-10 5/8" SQ-2 A992 B111
a152 L3X3X5/16 0'-8 1/2" A36
a162 L3X3X5/16 0'-8 1/2" A36
41B41 1 W14X34 21'-10 5/8" SQ-2 A992 B112
a152 L3X3X5/16 0'-8 1/2" A36
a162 L3X3X5/16 0'-8 1/2" A36
41B52 2 W12X26 21'-10 5/8" SQ-2 A992 B113
a158 L3X3X5/16 0'-8 1/2" A36
41B61 1 W14X30 21'-10 5/8" SQ-2 A992 B114
a154 L3X3X5/16 0'-8 1/2" A36
41B71 1 W14X30 21'-10 5/8" SQ-2 A992 B115
a154 L3X3X5/16 0'-8 1/2" A36
41B83 3 W14X34 21'-10 5/8" SQ-2 A992 B116
a156 L3X3X5/16 0'-8 1/2" A36
a166 L3X3X5/16 0'-8 1/2" A36
41B93 3 W12X19 12'-10 5/16" SQ-2 A992 B117
41B111 1 W10X22 21'-10 5/8" SQ-2 A992 B119
a34 L3X3X5/16 0'-5 1/2" A36
p51 BAR1/4"X1 1/2" 0'-4" A36
41B121 1 W12X19 11'-2 9/16" SQ-2 A992 B162
a154 L3X3X5/16 0'-8 1/2" A36
a1051 L4X3X5/16 10'-6 5/16" A36
41B131 1 W12X19 11'-2 9/16" SQ-2 A992 B162
a154 L3X3X5/16 0'-8 1/2" A36
a1051 L4X3X5/16 10'-6 5/16" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
41 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
2/22/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
1 0 0 0 0
0 1 0 0 0
0 0 1 0 0
0 0 0 2 0
1 0 0 0 0
0 1 0 0 0
0 1 2 0 0
0 1 1 1 0
0 0 0 1 0
0 0 1 0 0
0 0 1 0 0
a3 (B/S)GOL 178/4" C/C a3 (B/S)
GOL 178/4" C/C
3916/
321
2/
412/21'-658/RD
51
2/3
3916/
3916/
114/
2
12/
21'-1158/ (W10X22 x 21'-1058/ )(-316/ ) (-316/ )
p5CTR'D
114/
(-11116/ ) W12X19 x 12'-10516/ (-11116/ )
158/RD
12'-81116/
33
3
33
3
414/
11
4/
2 1116/
15
16/
238/ 238/
12
12
44
638/ 638/
12
12
15
16/11
16/
2
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 41B2
a15 (B/S)GOL 178/4" C/C a15 (B/S)
GOL 178/4" C/C
EL=
1855
'-2
12/
21'-1118/RD
51
2/3
3
33
3
(-316/ )(-316/ ) 21'-1158/ (W14X34 x 21'-1058/ )
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 41B3
a15 (B/S)GOL 178/4" C/C
a16 (B/S)GOL 11316/4" C/C
EL=
1867
'-51
2/
12/
21'-1118/RD
51
2/3
3
33
3
(-316/ )(-316/ ) 21'-1158/ (W14X34 x 21'-1058/ )
WF 7/16"x
x 1/4"14"6 3/4"
ONE - BEAM - 41B4
a15 (B/S)GOL 178/4" C/C
a16 (B/S)GOL 11316/4" C/C
EL=
1879
'-9
1916/
13
16/
21'-1118/RD
(-316/ )21'-1158/ (W14X34 x 21'-1058/ )(-316/ )
51
2/3
3
12/
33
3
WF 3/8"x
x 1/4"12 3/16"6 1/2"
2 - BEAMS - 41B5
a15 (B/S)GOL 178/4" C/Ca15 (B/S)
GOL 178/4" C/C
33
3
(-316/ ) 21'-1158/ (W12X26 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
33
3
11
16/
1916/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 41B6
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1855
'-2 21'-1118/RD12/RD
(-316/ )21'-1158/ (W14X30 x 21'-1058/ )(-316/ )
33
3
33
3
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 41B7
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1867
'-51
2/
21'-1118/RD12/RD
(-316/ )21'-1158/ (W14X30 x 21'-1058/ )(-316/ )
33
332
12/
3
WF 7/16"x
x 1/4"14"6 3/4"
3 - BEAMS - 41B8
a16 (B/S)GOL 11316/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1867
'-51
2/
21'-1118/RD12/RD
(-316/ )21'-1158/ (W14X34 x 21'-1058/ )(-316/ )
33
3
21
2/3
3
WF 3/8"x
x 1/4"12 3/16"4"
3 - BEAMS - 41B9
1516/
15
16/
15
16/
1516/
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 41B12
A
A
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP
14/11'-3516/ (W12X19 x 11'-2916/ )1116/
13
4/
33
33 1
34/
31316/ 4716/
33
33
a105
22
22
12/RD
11'-3116/RD 2
4
a105
A - A
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 41B13
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 41B11
2
4
a105
B - B
11'-3116/RD12/RD
22
22
B
B
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
13
4/
13
4/
412/4
33
3
(-14/ )11'-3916/ (W12X19 x 11'-2916/ )(-316/ )
33
3
a105
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
42B14 4 W14X30 21'-10 1/2" SQ-2 A992 B120
a1516 L3X3X5/16 0'-8 1/2" A36
42B28 8 W14X30 21'-10 1/2" SQ-2 A992 B121
a1532 L3X3X5/16 0'-8 1/2" A36
42B32 2 W12X26 21'-10 5/8" SQ-2 A992 B122
a158 L3X3X5/16 0'-8 1/2" A36
42B41 1 W14X30 21'-10 5/8" SQ-2 A992 B123
a154 L3X3X5/16 0'-8 1/2" A36
42B52 2 W14X30 21'-10 5/8" SQ-2 A992 B124
a158 L3X3X5/16 0'-8 1/2" A36
42B61 1 W12X26 21'-10 5/8" SQ-2 A992 B125
a304 L4X3X5/16 0'-8 1/2" A36
42B71 1 W14X22 21'-10 3/8" SQ-2 A992 B126
a154 L3X3X5/16 0'-8 1/2" A36
42B81 1 W14X30 21'-10 3/8" SQ-2 A992 B127
a972 L3X3X5/16 0'-8 1/2" A36
a982 L3X3X5/16 0'-8 1/2" A36
42B91 1 W14X30 21'-10 3/8" SQ-2 A992 B128
a152 L3X3X5/16 0'-8 1/2" A36
a982 L3X3X5/16 0'-8 1/2" A36
42B102 2 W8X24 2'-7 3/8" SQ-2 A992 B55
a38 L3X3X5/16 0'-5 1/2" A36
42B112 2 W8X24 2'-7 3/8" SQ-2 A992 B138
a34 L3X3X5/16 0'-5 1/2" A36
a194 L3X3X5/16 0'-5 1/2" A36
42B121 1 W12X26 21'-10 5/8" SQ-2 A992 B152
a934 L3X3X5/16 0'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
42 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Chgd W8 Conns to 2-1/2" Drop B10,B11 TMc TAN
12/27/10A For Approval TMc TAN
4/13/111 ADDED BLOCK DIMS TMc TH
REV. DESCRIPTION DATE DWN CHK
4 0 0 0 0
0 4 4 0 0
0 0 0 2 0
1 0 0 0 0
0 1 1 0 0
0 0 0 1 0
1 0 0 0 0
0 1 0 0 0
0 0 1 0 0
0 0 0 2 0
0 0 0 2 0
0 0 0 1 0
WF 3/8"x
x 1/4"13 13/16"6 3/4"
4 - BEAMS - 42B1
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1855
'-2
33
3
13
4/
414/
33
3
(-14/ ) 21'-1112/ (W14X30 x 21'-1012/ ) (-14/ )
12/ 21'-11RD
112/
414/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
8 - BEAMS - 42B2
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1867
'-51
2/
33
3
33
3
(-14/ ) 21'-1112/ (W14X30 x 21'-1012/ ) (-14/ )
12/ 21'-11RD
11
2/
13
4/414/ 414/
WF 3/8"x
x 1/4"12 3/16"6 1/2"
2 - BEAMS - 42B3
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
33
3
(-316/ ) 21'-1158/ (W12X26 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
33
3
11
2/
312/ 312/
11
2/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 42B4
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1855
'-2
33
21
2/
33
51
2/
11
4/
12/
21'-1118/RD
11
4/
3916/ 3916/
21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )(-316/ )
WF 3/8"x
x 1/4"13 13/16"6 3/4"
2 - BEAMS - 42B5
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1867
'-51
2/
33
212/
1
3916/
33
51
2/
(-316/ ) 21'-1158/ (W14X30 x 21'-1058/ ) (-316/ )
12/
21'-1118/RD
3916/
1WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 42B6
a30 (B/S)GOL 258/512/ C/C
a30 (B/S)GOL 258/512/ C/C
(-316/ ) 21'-1158/ (W12X26 x 21'-1058/ ) (-316/ )
33
3
12/ 21'-1118/RD
11
4/
11
4/33
3
3916/ 3916/
WF 5/16"x
x 1/4"13 11/16"5"
ONE - BEAM - 42B7
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
12/
21'-1138/ (W14X22 x 21'-1038/ ) (-516/ )(-516/ )
21'-1078/RD
35
12/
3
21
2/3
3
EL=
1855
'-2
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 42B8
a97 (B/S)GOL 178/4" C/C a98 (B/S)
GOL 178/4" C/C1916/
11
8/
21'-1078/RD12/
(-516/ )21'-1138/ (W14X30 x 21'-1038/ )(-516/ )
1916/
11
8/3
33
33
3
EL=
1867
'-51
2/
WF 3/8"x
x 1/4"13 13/16"6 3/4"
ONE - BEAM - 42B9
a98 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
EL=
1879
'-9
33
3
33
3
(-516/ ) 21'-1138/ (W14X30 x 21'-1038/ ) (-516/ )
12/ 21'-1078/RD
11
8/
11
8/
1916/ 1916/
WF 3/8"x
x 1/4"7 15/16"6 1/2"
2 - BEAMS - 42B10
a3 (B/S)GOL 178/4" C/C
a3 (B/S)GOL 178/4" C/C
32
12/
(-412/ ) 2'-838/ (W8X24 x 2'-738/ )
12/ 2'-778/RD
1
1
314/
314/
314/
21
2/3
1
1
314/
WF 3/8"x
x 1/4"7 15/16"6 1/2"
2 - BEAMS - 42B11
1
1
a19 (B/S)GOL 178/4" C/C
a3 (B/S)GOL 178/4" C/C
11
4/
314/314/
11
4/
2'-778/RD12/
(-1'-8)2'-838/ (W8X24 x 2'-738/ )(-58/ )
21
2/3
21
2/
WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 42B12
a93 (B/S)GOL 178/4" C/Ca93 (B/S)
GOL 178/4" C/C
21
2/3 3
333
33
33
(-316/ ) 21'-1158/ (W12X26 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
13'-7516/
13'-7
516/
4
13'-1
1516/
6'-2
20'-1
516/
4
20'-5
516/
112/
112/
312/ 312/
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
43B12 2 W14X43 21'-5 5/8" SQ-2 A992 B139
a168 L3X3X5/16 0'-8 1/2" A36
a922 L4X3X5/16 8'-2" A36
43B22 2 W8X24 3'-5 3/8" SQ-2 A992 B140
a198 L3X3X5/16 0'-5 1/2" A36
43B32 2 W10X22 21'-10 5/8" SQ-2 A992 B143
a198 L3X3X5/16 0'-5 1/2" A36
43B41 1 W10X22 21'-10 5/8" SQ-2 A992 B146
a32 L3X3X5/16 0'-5 1/2" A36
a192 L3X3X5/16 0'-5 1/2" A36
p51 BAR1/4"X1 1/2" 0'-4" A36
43B51 1 W12X26 21'-10 5/8" SQ-2 A992 B151
a154 L3X3X5/16 0'-8 1/2" A36
43B61 1 W12X26 21'-10 5/8" SQ-2 A992 B152
a154 L3X3X5/16 0'-8 1/2" A36
43B71 1 W12X19 11'-2 9/16" SQ-2 A992 B161
a154 L3X3X5/16 0'-8 1/2" A36
43B82 2 W12X19 11'-2 9/16" SQ-2 A992 B162
a158 L3X3X5/16 0'-8 1/2" A36
43B91 1 W10X22 24'-3 7/16" SQ-2 A992 B171
a194 L3X3X5/16 0'-5 1/2" A36
43B102 2 W10X22 24'-3 7/16" SQ-2 A992 B172
a198 L3X3X5/16 0'-5 1/2" A36
43B111 1 W10X22 24'-3 7/16" SQ-2 A992 B173
a32 L3X3X5/16 0'-5 1/2" A36
a192 L3X3X5/16 0'-5 1/2" A36
43B121 1 W14X43 21'-5 5/8" SQ-2 A992 B139
a42 L3X3X5/16 0'-8 1/2" A36
a91 L4X3X5/16 8'-2" A36
a232 L3X3X5/16 0'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
43 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Bt Plate Correction TMc TAN
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 1 1 0 0
0 0 0 2 0
0 0 0 2 0
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
1 0 0 0 0
0 1 1 0 0
0 0 0 1 0
0 0 0 2 0
0 0 0 1 0
1 0 0 0 0a19 (B/S)GOL 178/4" C/C
a19 (B/S)GOL 178/4" C/C
316/TYP
32
12/
32
12/
(-1078/ ) 3'-638/ (W8X24 x 3'-538/ ) (-912/ )
12/ 3'-578/RD
11
4/
314/314/
a19 (B/S)GOL 178/4" C/C a19 (B/S)
GOL 178/4" C/C
33
33
(-316/ ) 21'-1158/ (W10X22 x 21'-1058/ ) (-316/ )
12/ 21'-1118/RD
1516/
1516/
1916/
1916/
2
78/
78/ 2
2
A - A
A A a19 (B/S)GOL 178/4" C/C
a3 (B/S)GOL 178/4" C/C
3916/
11
4/
11
4/
21'-1118/RD12/RD
21
2/3
(-316/ ) 21'-1158/ (W10X22 x 21'-1058/ ) (-316/ )
3916/
4
512/
3
p5CTR'D
WF 3/8"x
x 1/4"7 15/16"6 1/2"
2 - BEAMS - 43B2
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
312/312/
11
2/
11
2/
13'-7516/
13'-7
516/
4
13'-1
15
16/
6'-2
20'-1
516/
4
20'-5
516/
12/RD
21'-1118/RD
(-316/ )21'-1158/ (W12X26 x 21'-1058/ )(-316/ )
33
333
3
32
12/
WF 3/8"x
x 1/4"10 3/16"5 3/4"
2 - BEAMS - 43B3
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
(-316/ ) 11'-3916/ (W12X19 x 11'-2916/ ) (-14/ )
13
4/
12/ 11'-3116/RD
11
2/
33
333
3
4 412/
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 43B4
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
(-316/ ) 11'-3916/ (W12X19 x 11'-2916/ ) (-14/ )
13
4/
12/ 11'-3116/RD
11
2/
33
333
3
4 412/
a19 (B/S)GOL 178/4" C/C a19 (B/S)
GOL 178/4" C/C
114/
33
33
3916/
12/ 24'-31516/RD
114/
(-316/ ) (-316/ )24'-4716/ (W10X22 x 24'-3716/ )
32 - BEAMS - 43B1 WF 1/2"x
x 1/4"13 11/16"8"
WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 43B6
CC
B
B
a16 (B/S)GOL 11316/4" C/C
a16 (B/S)GOL 11316/4" C/C
21'-658/ (W14X43 x 21'-558/ )(-316/ )(-316/ )
21'-618/RD
12/
3
11
2/
3
4
16'-2
1316/
5'-112/
15'-1
013
16/
8'-2
10'-5
516/
4
2'-3
516/
4
10'-9
516/
1'-11516/1'
-11
516/
33
3
33
333
33
3 11
2/
a92 (N/S)
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 43B7
14/ 4"@16"
4
4
a92
B - B
WF 3/8"x
x 1/4"12 3/16"4"
2 - BEAMS - 43B8
2'-3516/ 8'-2 11'-0516/
21'-558/
C - C
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 43B9WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 43B5
WF 3/8"x
x 1/4"10 3/16"5 3/4"
2 - BEAMS - 43B10
a19 (B/S)GOL 178/4" C/C
a19 (B/S)GOL 178/4" C/C
24'-4716/ (W10X22 x 24'-3716/ )
EL=
1891
'-111
4/
11
2/
11
2/
312/
3
334/
333
12/
24'-31516/RD
WF 3/8"x
x 1/4"10 3/16"5 3/4"
ONE - BEAM - 43B11
a3 (B/S)GOL 178/4" C/C
a19 (B/S)GOL 178/4" C/C
33
33
(-316/ ) 24'-4716/ (W10X22 x 24'-3716/ ) (-18/ )
312/ 334/
12/ 24'-31516/RD
11
2/
11
2/
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
312/312/
11
2/
11
2/
12'-7516/
12'-7
516/
RD 4
12'-1
1516/
7'-2
20'-1
516/
4
20'-5
516/
21'-1118/12/
(-316/ )21'-1158/ (W12X26 x 21'-1058/ )(-316/ )
33
333
3
32
12/
ONE - BEAM - 43B12 WF 1/2"x
x 1/4"13 11/16"8"
2'-3516/ 8'-2 11'-0516/
21'-558/
E - E
14/ 4"@16"
4
4a9
D - D
D
D
EE
a23 (B/S)GOL 11316/4" C/C a4 (B/S)
GOL 11316/4" C/C
112/
1'-11516/
1'-1
15
16/
4
10'-9
516/
4
2'-3
516/
8'-2
10'-5
516/
5'-112/
15'-1
013
16/
4
16'-2
1316/
3
112/
3
12/21'-618/RD
(-316/ )
33
333
33 3
33
3
(-316/ )
21'-658/ (W14X43 x 21'-558/ )
a9 (N/S)
2
2
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
44B11 1 W12X26 21'-10 5/8" SQ-2 A992 B122
a152 L3X3X5/16 0'-8 1/2" A36
a982 L3X3X5/16 0'-8 1/2" A36
44B21 1 W12X26 21'-10 5/8" SQ-2 A992 B122
a152 L3X3X5/16 0'-8 1/2" A36
a932 L3X3X5/16 0'-8 1/2" A36
p441 BAR1/4"X3 1/4" 0'-3 15/16" A36
44B31 1 W12X26 21'-10 5/8" SQ-2 A992 B151
a152 L3X3X5/16 0'-8 1/2" A36
a932 L3X3X5/16 0'-8 1/2" A36
44B41 1 W12X19 11'-2 9/16" SQ-2 A992 B50
a154 L3X3X5/16 0'-8 1/2" A36
a1051 L4X3X5/16 10'-6 5/16" A36
44B52 2 W12X19 11'-2 9/16" SQ-2 A992 B51
a158 L3X3X5/16 0'-8 1/2" A36
a722 L4X3X5/16 10'-7 5/16" A36
44B61 1 W12X19 11'-2 9/16" SQ-2 A992 B50
a154 L3X3X5/16 0'-8 1/2" A36
a1051 L4X3X5/16 10'-6 5/16" A36
44B72 2 W12X19 11'-2 9/16" SQ-2 A992 B51
a158 L3X3X5/16 0'-8 1/2" A36
a722 L4X3X5/16 10'-7 5/16" A36
44B81 1 W12X19 11'-2 9/16" SQ-2 A992 B161
a154 L3X3X5/16 0'-8 1/2" A36
a1051 L4X3X5/16 10'-6 5/16" A36
44B91 1 W12X19 11'-2 9/16" SQ-2 A992 B162
a154 L3X3X5/16 0'-8 1/2" A36
a851 L4X3X5/16 10'-6 1/16" A36
44B101 1 W12X19 11'-2 9/16" SQ-2 A992 B161
a154 L3X3X5/16 0'-8 1/2" A36
a1051 L4X3X5/16 10'-6 5/16" A36
44B111 1 W12X19 11'-2 9/16" SQ-2 A992 B162
a154 L3X3X5/16 0'-8 1/2" A36
a851 L4X3X5/16 10'-6 1/16" A36
44B121 1 W12X26 21'-10 5/8" SQ-2 A992 B122
a152 L3X3X5/16 0'-8 1/2" A36
a982 L3X3X5/16 0'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BEAM DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
44 2
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B Chgd W8 Conns to 2-1/2" Drop B3 TMc TAN
12/27/10A For Approval TMc TAN
4/13/112 ADDED BLOCK DIMS TMc TH
3/08/111 Changed Marks & Details TMc TH
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 1 0
0 0 0 1 0
0 0 0 1 0
1 0 0 0 0
0 1 1 0 0
1 0 0 0 0
0 1 1 0 0
1 0 0 0 0
0 1 0 0 0
1 0 0 0 0
0 1 0 0 0
0 0 0 1 0
WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 44B1
a98 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
312/
(-316/ ) 21'-1158/ (W12X26 x 21'-1058/ ) (-316/ )
12/RD
21'-1118/RD
11
2/
11
2/
33
3
312/
33
3
WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 44B2
a93 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
6
312/
15
8/
3516/
112/
21'-1118/RD12/RD
1716/
21'-1158/ (W12X26 x 21'-1058/ )
31516/
314/
63
3
p44CTR'D
WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 44B3
a15 (B/S)GOL 178/4" C/C
1916/
3516/
1916/
33
3
21'-1158/ (W12X26 x 21'-1058/ )
11
2/
32
12/
12'-7516/
12
'-75
16/
RD 4
12
'-11
516/
7'-2
20
'-15
16/
4
20
'-55
16/
312/
21'-1118/12/
11
2/
33
3
4
2
a85
I - I
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 44B4
2
4
B - B
11'-3116/RD
12/
22
22
B
B
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP
11
2/
13
4/
4414/
33
3
33
3
(-316/ )11'-3916/ (W12X19 x 11'-2916/ )(-14/ )
a105
22
11'-3116/RD12/RD
22
I
I
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
134/
134/
412/4
333
3 33
33
(-14/ )11'-3916/ (W12X19 x 11'-2916/ )(-316/ )
a85
H
H
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP4
(-316/ ) 11'-3916/ (W12X19 x 11'-2916/ ) (-14/ )
412/
112/
33
33
333
3 13
4/
a105
22
22
12/RD
11'-3116/RD
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 44B6
2
4
D - D
22
11'-3116/RD12/RD
22
D
D
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP
11
2/
13
4/
4414/
33
333
33
(-316/ )11'-3916/ (W12X19 x 11'-2916/ )(-14/ )
a105
WF 3/8"x
x 1/4"12 3/16"4"
2 - BEAMS - 44B7
E
E
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP
3
114/
134/
414/
(-316/ )11'-3916/ (W12X19 x 11'-2916/ )(-14/ )
33
3
33
3
a72
11'-3116/RD12/
222
2
2
4
E - E
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 44B8
F
F
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP412/
4
134/
112/
31316/
(-14/ )11'-3916/ (W12X19 x 11'-2916/ )(-316/ )
33
3
33
3
a105
11'-3116/RD12/
222
2
4
2a105
F - F
4
2
a105
H - H
2 ~ BEAM ~ 44B5
4
J - J
11'-3116/RD
12/
22
22
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 44B10
J
J
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP
11
4/
13
4/
3
414/
33
3
(-316/ )11'-3916/ (W12X19 x 11'-2916/ )(-14/ )
33
3
a72
a15 (B/S)GOL 178/4" C/C
a98 (B/S)GOL 178/4" C/C
312/312/
112/
112/
21'-1118/RD
12/
(-316/ )21'-1158/ (W12X26 x 21'-1058/ )(-316/ )
33
3
33
33
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 44B11
WF 3/8"x
x 1/4"12 3/16"4"
ONE - BEAM - 44B9
L
L
a15 (B/S)GOL 178/4" C/C
a15 (B/S)GOL 178/4" C/C
14/TYP
316/ 0"
TYP
134/
134/
4
(-316/ ) 11'-3916/ (W12X19 x 11'-2916/ ) (-14/ )
412/
33
33
33
3
a85
22
22
12/RD
11'-3116/RD
4
2a85
L - L
WF 3/8"x
x 1/4"12 3/16"6 1/2"
ONE - BEAM - 44B12
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
45A12 2 L3X3X3/8 1'-3" SQ-2 A36 A23
a672 L3X3X3/8 0'-11 7/8" A36
a772 L5X3X3/8 0'-11 1/8" A36
45A228 28 L3X3X3/8 1'-3" SQ-2 A36 A24
a5528 L3X3X3/8 1'-1 1/4" A36
a7928 L5X3X3/8 0'-11 3/4" A36
45A32 2 L3X3X3/8 1'-3" SQ-2 A36 a55
a662 L3X3X3/8 1'-0 3/8" A36
a762 L5X3X3/8 0'-11 1/8" A36
45A424 24 L3X3X3/8 1'-3" SQ-2 A36 A26
a5724 L3X3X3/8 0'-9" A36
a7924 L5X3X3/8 0'-11 3/4" A36
45A524 24 L3X3X3/8 1'-3" SQ-2 A36 A25
a5524 L3X3X3/8 1'-1 1/4" A36
a8024 L5X3X3/8 0'-11 3/4" A36
45A61 1 L3X3X3/8 1'-3" SQ-2 A36 A27
a581 L3X3X3/8 0'-8 9/16" A36
a811 L5X3X3/8 0'-11 1/4" A36
45A71 1 L3X3X3/8 1'-3" SQ-2 A36 A28
a601 L3X3X3/8 0'-8 7/16" A36
a871 L5X3X3/8 0'-11 1/4" A36
45A84 4 L3X3X3/8 1'-3" SQ-2 A36 A29
a564 L3X3X3/8 1'-0 3/4" A36
a784 L5X3X3/8 0'-11 3/8" A36
45A92 2 L3X3X3/8 1'-3" SQ-2 A36 A30
a572 L3X3X3/8 0'-9" A36
a792 L5X3X3/8 0'-11 3/4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BRACKET DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
45 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 2
0 0 0 0 28
0 0 0 0 2
0 0 0 0 24
0 0 0 0 24
0 0 0 0 1
0 0 0 0 1
0 0 0 0 4
0 0 0 0 2
2 - ANGLE BRACKETS - 45A1
316/TYP
138/
21
2/
53
8/4
18/
1'-1
14/
91
2/
1058/
1 412/
412/1
12
12
a77
a67
1116/Ø
L3
X3
X3
8/ x
1'-3
21
1
111
4/
134/
a77
a67
(1 14/ "x1316/ ") SLOTS
28 - ANGLES - 45A2
BUTT WELDFLUSH JOINTS
316/TYP
38/
512/
1058/
658/
51
2/
51
8/4
38/
13
4/2
12/
a79
a55
1116/Ø
134/
11
14/
21
1
L3
X3
X3
8/ x
1'-3
a79
a55(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 45A3
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa66
a76
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
10
51
2/
41
2/
658/
1058/
512/
38/
1116/Ø
a66
a76
24 - ANGLES - 45A4
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
11
12/
10
38/
118/
978/
1058/
214/
38/
1116/Ø
a57
a79
24 - ANGLES - 45A5
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa55
a80
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
10
58/5
12/
51
8/
658/
10916/
512/
38/
1116/Ø
a55
a80
ONE - ANGLE BRACKET - 45A6
316/TYP
73
16/
12
21
2/
33
4/7
8/
83
8/
45
8/
138/1
1034/
138/1
78/
a81
a58
1116/Ø
L3
X3
X3
8/ x
1'-3
21
1
63
8/
134/
a81
a58
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 45A7
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa60
a87
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
11
316/
10
38/
1316/
978/
1034/
238/
38/
1116/Ø
a60
a87
4 - ANGLE BRACKETS - 45A8
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa56
a78
BUTT WELDFLUSH JOINTS
316/TYP
10
58/
13
4/2
12/
51
2/
51
8/
658/
1014/
518/
38/
38/
43
4/
43
4/
1116/Ø
a56
a78
2 - ANGLE BRACKETS - 45A9
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
11
12/
10
38/
118/
978/
11
258/
34/
1116/Ø
a57
a79
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
46A12 2 L3X3X3/8 1'-3" SQ-2 A36 A11
a662 L3X3X3/8 1'-0 3/8" A36
a782 L5X3X3/8 0'-11 3/8" A36
46A22 2 L3X3X3/8 1'-3" SQ-2 A36 A31
a572 L3X3X3/8 0'-9" A36
a792 L5X3X3/8 0'-11 3/4" A36
46A392 92 L3X3X3/8 1'-3" SQ-2 A36 A32
a5592 L3X3X3/8 1'-1 1/4" A36
a7992 L5X3X3/8 0'-11 3/4" A36
46A446 46 L3X3X3/8 1'-3" SQ-2 A36 A33
a5746 L3X3X3/8 0'-9" A36
a7946 L5X3X3/8 0'-11 3/4" A36
46A528 28 L3X3X3/8 1'-3" SQ-2 A36 A34
a5728 L3X3X3/8 0'-9" A36
a7928 L5X3X3/8 0'-11 3/4" A36
46A656 56 L3X3X3/8 1'-3" SQ-2 A36 A35
a5556 L3X3X3/8 1'-1 1/4" A36
a7956 L5X3X3/8 0'-11 3/4" A36
46A71 1 L3X3X3/8 1'-3" SQ-2 A36 A37
a591 L3X3X3/8 0'-8 9/16" A36
a781 L5X3X3/8 0'-11 3/8" A36
46A82 2 L3X3X3/8 1'-3" SQ-2 A36 A38
a662 L3X3X3/8 1'-0 3/8" A36
a762 L5X3X3/8 0'-11 1/8" A36
46A91 1 L3X3X3/8 1'-3" SQ-2 A36 A39
a701 L3X3X3/8 0'-10 3/16" A36
a821 L5X3X3/8 1'-0 1/4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BRACKET DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
46 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 2
0 0 0 0 2
0 0 0 0 92
0 0 0 0 46
0 0 0 0 28
0 0 0 0 56
0 0 0 0 1
0 0 0 0 2
0 0 0 0 1
2 - ANGLE BRACKETS - 46A1L
3X
3X
38/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa66
a78
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
51
2/
41
2/5
678/
1014/
478/
38/
1116/Ø
a66
a78
2 - ANGLES - 46A2
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
10
38/
11
8/
31
2/
978/
11
258/
38/
1116/Ø
a57
a79
92 - ANGLES - 46A3
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa55
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/13
4/
51
2/
51
8/4
38/
658/
1058/
512/
38/
1116/Ø
a55
a79
46 - ANGLES - 46A4
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
103
8/
11
8/
31
2/
978/
1058/
214/
38/
1116/Ø
a57
a79
28 - ANGLES - 46A5
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a79
BUTT WELDFLUSH JOINTS
316/TYP
212/
65
8/
103
8/
11
8/3
12/
978/
1058/
214/
38/
1116/Ø
a57
a79
56 - ANGLES - 46A6
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa55
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
51
2/
43
8/51
8/
658/
1058/
512/
38/
1116/Ø
a55
a79
ONE - ANGLE BRACKET - 46A7
L3
X3
X3
8/ x
1'-3
11
2
638/
112/
(1 14/ "x1316/ ") SLOTSa59
a78
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
10
38/
33
4/7
8/
978/
1034/
238/
38/
1116/Ø
a59
a78
2 - ANGLE BRACKETS - 46A8
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa66
a76
BUTT WELDFLUSH JOINTS
316/TYP
21
2/13
4/
51
2/
41
2/5
658/
1058/
512/
38/
1116/Ø
a66
a76
ONE - ANGLE BRACKET - 46A9
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa70
a82
BUTT WELDFLUSH JOINTS
316/TYP
212/
65
8/
103
8/
15
16/3
516/
934/
11
314/
38/
1116/Ø
a70
a82
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
47A12 2 L3X3X3/8 1'-3" SQ-2 A36 A39
a572 L3X3X3/8 0'-9" A36
a822 L5X3X3/8 1'-0 1/4" A36
47A228 28 L3X3X3/8 1'-3" SQ-2 A36 A39
a5528 L3X3X3/8 1'-1 1/4" A36
a7928 L5X3X3/8 0'-11 3/4" A36
47A32 2 L3X3X3/8 1'-3" SQ-2 A36 a81
a552 L3X3X3/8 1'-1 1/4" A36
a952 L5X3X3/8 0'-11 3/8" A36
47A42 2 L3X3X3/8 1'-3" SQ-2 A36 a80
a562 L3X3X3/8 1'-0 3/4" A36
a782 L5X3X3/8 0'-11 3/8" A36
47A52 2 L3X3X3/8 1'-3" SQ-2 A36 A24
a572 L3X3X3/8 0'-9" A36
a822 L5X3X3/8 1'-0 1/4" A36
47A61 1 L3X3X3/8 1'-3" SQ-2 A36 A39
a691 L3X3X3/8 0'-10 3/16" A36
a961 L5X3X3/8 1'-0 1/4" A36
47A72 2 L3X3X3/8 1'-3" SQ-2 A36 A45
a662 L3X3X3/8 1'-0 3/8" A36
a772 L5X3X3/8 0'-11 1/8" A36
47A81 1 L3X3X3/8 1'-3" SQ-2 A36 A34
a581 L3X3X3/8 0'-8 9/16" A36
a941 L5X3X3/8 0'-11 3/8" A36
47A92 2 L3X3X3/8 1'-3" SQ-2 A36 A46
a652 L3X3X3/8 1'-0 3/16" A36
a812 L5X3X3/8 0'-11 1/4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BRACKET DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
47 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 2
0 0 0 0 28
0 0 0 0 2
0 0 0 0 2
0 0 0 0 2
0 0 0 0 1
0 0 0 0 2
0 0 0 0 1
0 0 0 0 2
2 - ANGLES - 47A1L
3X
3X
38/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a82
BUTT WELDFLUSH JOINTS
316/TYP
212/
65
8/
103
8/
1038/
1058/
214/
38/
11
8/3
12/
1116/Ø
a57
a82
28 - ANGLES - 47A2
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa55
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
512/
43
8/5
18/
658/
1058/
512/
38/
1116/Ø
a55
a79
2 - ANGLE BRACKETS - 47A3
134/
11
14/
11
2
L3
X3
X3
8/ x
1'-3
(1 14/ "x1316/ ") SLOTS
a55
a95316/
TYP
12
12
38/
38/ 518/
1014/
518/
91
2/ 1'-1
14/
43
8/5
18/
21
2/
1116/Ø
a55
a95
2 - ANGLE BRACKETS - 47A4
L3
X3
X3
8/ x
1'-3
11
2
111
4/
134/
(1 14/ "x1316/ ") SLOTSa56
a78
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
51
2/
43
4/4
34/
658/
1014/
518/
38/
1116/Ø
a56
a78
2 - ANGLES - 47A5
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a82
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
103
8/
11
8/3
12/
1038/
1058/
214/
38/
1116/Ø
a57
a82
ONE - ANGLE BRACKET - 47A6
134/
63
8/
11
2
L3
X3
X3
8/ x
1'-3
(1 14/ "x1316/ ") SLOTS
a69
a96
316/TYP
6316/
12
12/
38/ 278/
11
212/
45
8/ 83
8/
31
8/1
12/ 21
2/
1116/Ø
a69
a96
2 - ANGLE BRACKETS - 47A7
134/
11
14/
11
2
L3
X3
X3
8/ x
1'-3
(1 14/ "x1316/ ") SLOTS
a66
a77316/
TYP
12
12
12/
38/ 518/
1058/
412/
912/ 1'-1
14/
43
8/5
18/
21
2/
1116/Ø
a66
a77
ONE - ANGLE BRACKET - 47A8
134/
638/
11
2
L3
X3
X3
8/ x
1'-3
(1 14/ "x1316/ ") SLOTS
a58
a94
316/TYP
73
16/
1238/
1034/
178/
45
8/ 83
8/
21
2/
112/12/
38/
78/
516/
37
16/
1116/Ø
a58
a94
2 - ANGLE BRACKETS - 47A9
134/
11
14/
11
2
L3
X3
X3
8/ x
1'-3
(1 14/ "x1316/ ") SLOTS
a65
a81316/
TYP
12
12
38/
38/ 412/
1014/
438/
91
2/ 1'-1
14/
54
12/
21
2/
1116/Ø
a65
a81
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
48A11 1 L3X3X3/8 1'-3" SQ-2 A36 A48
a621 L3X3X3/8 0'-9 7/8" A36
a831 L5X3X3/8 0'-11 1/2" A36
48A21 1 L3X3X3/8 1'-3" SQ-2 A36 A49
a611 L3X3X3/8 0'-9 7/8" A36
a861 L5X3X3/8 0'-11 1/2" A36
48A324 24 L3X3X3/8 1'-3" SQ-2 A36 A51
a5524 L3X3X3/8 1'-1 1/4" A36
a8024 L5X3X3/8 0'-11 3/4" A36
48A424 24 L3X3X3/8 1'-3" SQ-2 A36 A50
a5724 L3X3X3/8 0'-9" A36
a7924 L5X3X3/8 0'-11 3/4" A36
48A52 2 L3X3X3/8 1'-3" SQ-2 A36 A21
a682 L3X3X3/8 0'-11 1/2" A36
a762 L5X3X3/8 0'-11 1/8" A36
48A62 2 L3X3X3/8 1'-3" SQ-2 A36 a55
a652 L3X3X3/8 1'-0 3/16" A36
a772 L5X3X3/8 0'-11 1/8" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BRACKET DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
48 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/30/10B DELETED 48A5 TMc TAN
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 1
0 0 0 0 1
0 0 0 0 24
0 0 0 0 24
0 0 0 0 2
0 0 0 0 2
ONE - ANGLE BRACKET - 48A1
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa62
a83
BUTT WELDFLUSH JOINTS
316/TYP
21
2/65
8/
10
38/
37
16/1
316/
914/
1034/
3
38/
1116/Ø
a62
a83
ONE - ANGLE BRACKET - 48A2
316/TYP
21
2/
31
4/1
38/
83
8/
45
8/
1034/
258/38/
214/34/
63
16/
12
a86
a61
1116/Ø
L3
X3
X3
8/ x
1'-3
21
1
63
8/
134/
a86
a61
(1 14/ "x1316/ ") SLOTS
24 - ANGLES - 48A3
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTSa55
a80
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
51
2/
43
8/5
18/
658/
10916/
512/
38/
1116/Ø
a55
a80
24 - ANGLES - 48A4
L3
X3
X3
8/ x
1'-3
11
2
63
8/
134/
(1 14/ "x1316/ ") SLOTSa57
a79
BUTT WELDFLUSH JOINTS
316/TYP
21
2/6
58/
10
38/
31
2/1
18/
978/
1058/
214/
38/
1116/Ø
a57
a79
2 - ANGLE BRACKETS - 48A5
L3
X3
X3
8/ x
1'-3
11
2
11
14/
134/
(1 14/ "x1316/ ") SLOTS
a68
a76
BUTT WELDFLUSH JOINTS
316/TYP
21
2/1
34/
51
2/
558/
37
8/
678/
1058/
514/
38/
1116/Ø
a68
a76
2 - ANGLE BRACKETS - 48A6
134/
11
14/
11
2
L3
X3
X3
8/ x
1'-3
(1 14/ "x1316/ ") SLOTS
a65
a77316/
TYP
12
12
12/
38/ 478/
1058/
414/
912/ 1'-1
14/
45
8/4
78/
21
2/
1116/Ø
a65
a77
6) APPROVER VERIFY ALL E PLAN ELEVATIONS PRIOR TO FAB.5) NO PAINT WITHIN 3" OF OPEN HOLES FOR MOMENT FLANGE CONNS.4) ALL MATERIAL AS NOTED3) 1-1/4 " EDGE DISTANCE UNLESS NOTED.2) GRIND ALL ROUGH EDGES SMOOTH1) ALL WELDS 3/16" FILLETS OR BUTT WELDS, UNLESSNOTED, PROCEDURES PER AWS D.1.1 LATEST REV.
GENERAL NOTES:
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
49A712 12 L4X3X1/4 1'-3 1/2" SQ-1/BEV-1 A36
a8812 L4X3X1/4 1'-3 1/2" A36
49A82 2 L6X4X5/16 1'-2 1/4" SQ-1/BEV-1 A36
a642 L6X4X5/16 1'-2 1/4" A36
49A916 16 L4X3X1/4 0'-11 1/8" SQ-2 A36
49A103 3 L4X3X1/4 0'-11" SQ-2 A36
49A111 1 L4X3X1/4 0'-11 1/8" SQ-2 A36
49A156 6 L4X3X1/4 1'-9 7/8" SQ-1/BEV-1 A36
a466 L4X3X1/4 1'-9 7/8" A36
49A1610 10 L4X3X1/4 1'-11 3/4" SQ-2 A36
49A171 1 L6X4X5/16 1'-9 7/8" SQ-1/BEV-1 A36
a71 L6X4X5/16 1'-9 7/8" A36
49A182 2 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a10318 L3-1/2X3-1/2X3/8 0'-5" A36
49A192 2 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a10318 L3-1/2X3-1/2X3/8 0'-5" A36
49A201 1 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a1039 L3-1/2X3-1/2X3/8 0'-5" A36
49A211 1 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a1038 L3-1/2X3-1/2X3/8 0'-5" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
SILL ANGLE & COL. ANGLE DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/27/2010
TH
3-21375
49 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
12/27/10A For Approval TMc TAN
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 6 6 0 0
0 0 1 1 0
0 8 8 0 0
0 1 2 0 0
0 1 0 0 0
0 0 0 6 0
0 0 0 10 0
0 0 0 1 0
0 0 0 0 2
0 0 0 0 2
0 0 0 0 1
0 0 0 0 1
L4X3X14/ x 1'-1134/
316/ 0"
TYP
L4X3X14/ x 1'-978/
(-18/ )
1'-9
78/
a46
316/ 0"
6
6
L6X4X516/ x 1'-978/
a7
2 - ANGLES - 49A18
31
2/2
2'-8
21'-5
58/
2'-8
18'-9
58/
2'-8
16'-1
58/
2'-8
13'-5
58/
2'-8
10'-9
58/
2'-8
8'-1
58/
2'-8
5'-5
58/
1'-8
2'-9
58/
1'-158/
1'-1
58/
RD
2- a103 (N/S)
7- a103 (N/S)
14/TYP
4
34/3 4/
21
2/
2 - ANGLES - 49A19
31
2/
21
16/
2'-8
8'-3
38/
2'-8
5'-7
38/
2'-4
2'-1
13
8/
738/
73
8/
RD
1'-812/
20'-7
78/
2'-8
18'-1
13
8/
2'-8
16'-3
38/
2'-8
13'-7
38/
2'-8
10'-1
13
8/
14/TYP
34/
21
2/
4
L4X3-12/ X38/ x 21'-9
a103 (N/S)
ONE - ANGLE - 49A20
31
2/2
2'-8
21'-5
58/
2'-8
18'-9
58/
2'-8
16'-1
58/
2'-8
5'-5
58/
1'-734/
2'-9
58/
1'-178/
1'-1
78/
RD
2'-8
13'-5
58/
2'-8
10'-9
58/
2'-8
8'-1
58/
a103
14/TYP
34/
21
2/3
4/
4
12 - ANGLES - 49A7
316/ 0"
TYP
1'-3
12/
3
3
L4X3X14/ x 1'-312/
a88
2 - ANGLES - 49A8
316/ 0"
TYP
2
2
6
2
2
6
L6X4X516/ x 1'-214/
a64
4
16 - ANGLES - 49A9
L4X3X14/ x 1118/
3 - ANGLES - 49A10
L4X3X14/ x 11
ONE - ANGLE - 49A11
L4X3X14/ x 1118/
ONE - ANGLE - 49A21
312/
2
2'-8
7'-8
12/
2'-8
5'-0
12/
2'-412/
2'-4
12/
RD 2'-4
20'-0
12/
2'-0
17'-8
12/
2'-8
15'-8
12/
2'-8
13'-0
12/
2'-8
10'-4
12/
a103
14/TYP
4
34/
21
2/
21
2/
6 - ANGLES - 49A15
10 - ANGLES - 49A16
ONE - ANGLE - 49A17
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
50A15 5 L6X4X5/16 2'-1 1/16" SQ-2 A36
a1710 L3X3X5/16 0'-4 1/2" A36
50A24 4 L6X4X5/16 1'-7 9/16" SQ-2 A36
a178 L3X3X5/16 0'-4 1/2" A36
50AB14 4 ROD5/8" 0'-9 1/16" SQ-2 A307 GALV
4 5/8_HEAVY_HEX_NUT
4 5/8_WASHER
50B11 1 W8X18 8'-6" SQ-2 A992
50B21 1 W8X10 20'-0" SQ-2 A992
m24 PIPE3STD 1'-4 1/8" A53
50B31 1 W8X10 20'-0" SQ-2 A992
m24 PIPE3STD 1'-4 1/8" A53
50B41 1 W8X10 14'-0" SQ-2 A992
m23 PIPE3STD 1'-4 1/8" A53
50B51 1 W8X10 14'-0" SQ-2 A992
m23 PIPE3STD 1'-4 1/8" A53
50P12 2 BAR3/8"X6" 0'-9" SQ-2 A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
HOIST BEAM & RTU STL
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
01/02/2011
TH
3-21375
50 2
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
4/1/112 APPROVAL CHANGES TMc TH
4-1-112 APPROVAL CHANGES TMc TAN
3/08/111 Changed Marks & Details TMc TH
3/07/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 0
0 0 0 0 0
0 0 0 4 0
0 0 0 1 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 2 0
5 - ANGLES - 50A1
38/ 2'-1716/RD
(-116/ )2'-11316/ (L6X4X516/ x 2'-1116/ )(-18/ )
22
a17GOL 134/ (F/S)
a17GOL 134/ (F/S)
4 - ANGLES - 50A2
1'-71516/RD38/
(-18/ )1'-8516/ (L6X4X516/ x 1'-7916/ )(-18/ )
22
a17GOL 134/ (F/S)
a17GOL 134/ (F/S)
4 - ANCHOR_RODS - 50AB1
2
BENT
85
16/
ROD58/ X 0'-9 916/
ONE - HOIST BEAM - 50B1 WF 5/16"x
x 1/4"8 1/8"5 1/4"
8'-3516/21116/RD
13
8/1
38/
13
8/1
38/
(1"x1116/ ) SLOTS(1"x1116/ ) SLOTS
W8X18 x 8'-6
2
2 ONE - BEAM - 50B2 WF 3/16"x
x 3/16"7 7/8"3 15/16"
A
A
A
A
A
A
A
A
W8X10 x 20'-0
8 7'-0 13'-4 19'-4
2116/RD
4'-11116/ 9'-10116/ 14'-9116/ 19'-10116/
23
23
23
1116/ "Ø
1116/ "Ø1116/ "Ø
1116/ "Ø
1116/ "Ø
316/TYP
134/134/
m2
A - A
ONE - BEAM - 50B3 WF 3/16"x
x 3/16"7 7/8"3 15/16"
B
B
32
2116/
21
16/
RD
4'-9
4'-1
11
16/
4'-11
9'-1
01
16/
4'-11
14'-9
116/
5'-1
19'-1
01
16/
8 8 6'-4 7'-0
6'-4 13'-4
6'-0 19'-4
W8X10 x 20'-0
m2 m2m2
134/134/
2'-0
77
8/1'
-41
8/
m2
B - B
D
D
2'-0
23
23
4'-6
13'-1
01
16/
4'-7
9'-4
116/
4'-7
4'-9
116/
2116/
21
16/
RD
6'-4 13'-6
6'-4 7'-2
10 10
W8X10 x 14'-0
322
3
316/TYP
134/134/
77
8/1'
-41
8/
m2
D - D
1'-4
18/
77
8/
312/m2
F - F
ONE - BEAM - 50B4 WF 3/16"x
x 3/16"7 7/8"3 15/16"
F
F
23
2'-0
W8X10 x 14'-0
1'-6 1'-6
5'-8 7'-2
6'-4 13'-6
2116/
21
16/
RD
4'-7
4'-9
116/
4'-7
9'-4
116/
4'-6
13'-1
01
16/
23
23
23
BAR38/ X6 x 9
318/ 234/
3
(1"x1116/ ) SLOTS
38/
ONE - BEAM - 50B5 WF 3/16"x
x 3/16"7 7/8"3 15/16"
2 - PLATES - 50P1
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
51A11 1 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a1039 L3-1/2X3-1/2X3/8 0'-5" A36
51A22 2 L4X3-1/2X3/8 21'-8 3/4" SQ-2 A36 A1
a10316 L3-1/2X3-1/2X3/8 0'-5" A36
51A36 6 L4X3-1/2X3/8 21'-11 3/4" SQ-2 A36 A15
a10354 L3-1/2X3-1/2X3/8 0'-5" A36
51A43 3 L4X3-1/2X3/8 25'-9" SQ-2 A36 A13
a10330 L3-1/2X3-1/2X3/8 0'-5" A36
51A51 1 L4X3-1/2X3/8 24'-3 1/2" SQ-2 A36 A36
a10310 L3-1/2X3-1/2X3/8 0'-5" A36
51A62 2 L4X3-1/2X3/8 24'-3 1/2" SQ-2 A36 A36
a10318 L3-1/2X3-1/2X3/8 0'-5" A36
51A73 3 L4X3-1/2X3/8 21'-11 3/4" SQ-2 A36 A15
a10327 L3-1/2X3-1/2X3/8 0'-5" A36
51A81 1 L4X3-1/2X3/8 17'-6 1/2" SQ-2 A36 A14
a1036 L3-1/2X3-1/2X3/8 0'-5" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
SILL ANGLE DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
03/03/2011
TH
3-21375
51 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 1
0 0 0 0 2
0 0 0 0 6
0 0 0 0 3
0 0 0 0 1
0 0 0 0 2
0 0 0 0 3
0 0 0 0 1
ONE - ANGLE - 51A1
31
2/2
2'-8
8'-3
38/
2'-8
5'-7
38/
2'-8
10'-1
13
8/
2'-4
2'-1
13
8/
738/
73
8/
RD
1'-734/
20'-7
18/
2'-8
18'-1
13
8/
2'-8
16'-3
38/
2'-8
13'-7
38/
9- a103 (N/S)
14/TYP
4
L4X3-12/ X38/ x 21'-9
34/
21
2/
2 - ANGLES - 51A2
8- a103 (N/S)
14/TYP
21
2/3
4/
(-18/ )L4X3-12/ X38/ x 21'-834/
22'-438/
2'-4
38/
RD 2'-0
17'-8
38/
2'-8
5'-0
38/
2'-4
20'-0
38/
2'-8
10'-4
38/
2'-8
7'-8
38/
2'-8
15'-8
38/
2'-8
13'-0
38/
31
2/
6 - ANGLES - 51A3
2'-5
20'-7
78/
2'-5
18'-2
78/
2'-5
15'-9
78/
2'-5
13'-4
78/
2'-5
10'-1
17
8/
1'-378/
1'-3
78/
RD 2'-5
8'-6
78/
2'-5
6'-1
78/
2'-5
3'-8
78/
31
2/
2
14/TYP
L4X3-12/ X38/ x 21'-1134/ (-18/ )
34/
21
2/
a103 (N/S)
3 - ANGLES - 51A4
9- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 25'-9
4
21
2/3
4/
318/
358/
38/
2'-8
3'-1
17
8/
2'-8
6'-7
78/
1'-378/
1'-3
78/
RD 2'-8
11'-1
17
8/
2'-8
9'-3
78/
2'-8
14'-7
78/
2'-8
17'-3
78/
2'-8
19'-1
17
8/
2'-8
22'-7
78/
1'-4
23'-1
17
8/
318/
23
12/
ONE - ANGLE - 51A5
9- a103 (N/S)
14/TYP
158/L4X3-12/ X38/ x 24'-312/
435
8/3
8/
212/
34/
11
4/
318/
1'-918/
1'-9
18/
RD 2'-8
4'-5
18/
2'-6
6'-1
11
8/
2'-6
9'-5
18/
2'-6
11'-1
118/
2'-6
14'-5
18/
2'-6
16'-1
118/
2'-6
19'-5
18/
2'-6
21'-1
118/
2'-6
24'-5
18/
23
12/
318/
2 - ANGLES - 51A6
31
2/2
2'-6
21'-1
118/
2'-6
19'-5
18/
2'-6
16'-1
118/
2'-6
14'-5
18/
2'-6
11'-1
118/
2'-6
9'-5
18/
2'-6
6'-1
11
8/
1'-818/
1'-8
18/
RD 2'-9
4'-5
18/
318/
9- a103 (N/S)
14/TYP
318/
34/
212/
435
8/3
8/
(-1'-558/ )L4X3-12/ X38/ x 24'-312/
3 - ANGLES - 51A7
2'-5
20'-7
78/
2'-5
18'-2
78/
2'-5
15'-9
78/
2'-5
13'-4
78/
2'-5
10'-1
178/
2'-5
8'-6
78/
2'-5
6'-1
78/
2'-5
3'-8
78/
1'-378/1'
-37
8/
RD
31
2/
2
14/TYP
L4X3-12/ X38/ x 21'-1134/ (-18/ )
34/
21
2/
a103 (N/S)
ONE - ANGLE - 51A8
6- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 17'-612/
4
318/
35
8/3
8/
2'-938/
2'-9
38/
RD 2'-8
5'-5
38/
2'-8
8'-1
38/
2'-8
10'-9
38/
2'-8
13'-5
38/
2'-734/
16'-1
18/
31
2/
318/
POUR STOPSAROUND CORE SHAFTS
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
52A12 2 L4X3-1/2X3/8 17'-6 1/2" SQ-2 A36 A14
a10314 L3-1/2X3-1/2X3/8 0'-5" A36
52A21 1 L4X3-1/2X3/8 6'-0 5/8" SQ-2 A36 A17
a1033 L3-1/2X3-1/2X3/8 0'-5" A36
52A32 2 L4X3-1/2X3/8 6'-0 5/8" SQ-2 A36 A17
a1036 L3-1/2X3-1/2X3/8 0'-5" A36
52A42 2 L4X3-1/2X3/8 6'-0 5/8" SQ-2 A36 A17
a1036 L3-1/2X3-1/2X3/8 0'-5" A36
52A51 1 L4X3-1/2X3/8 6'-0 5/8" SQ-2 A36 A17
a1033 L3-1/2X3-1/2X3/8 0'-5" A36
52A61 1 L4X3-1/2X3/8 17'-6 1/2" SQ-2 A36 A14
a1037 L3-1/2X3-1/2X3/8 0'-5" A36
52A72 2 L4X3-1/2X3/8 17'-6 1/2" SQ-2 A36 A14
a10312 L3-1/2X3-1/2X3/8 0'-5" A36
52A81 1 L4X3-1/2X3/8 25'-9" SQ-2 A36 A13
a10311 L3-1/2X3-1/2X3/8 0'-5" A36
52A93 3 L4X3X5/16 21'-1 1/2" SQ-2 A36
52A103 3 L4X3X5/16 21'-1 5/8" SQ-2 A36
52A113 3 L4X3X5/16 8'-3 1/2" SQ-2 A36
52A129 9 L4X3X5/16 9'-11 1/4" SQ-2 A36
52A133 3 L4X3X5/16 10'-11 1/8" SQ-2 A36
52A146 6 L4X3X5/16 21'-6 1/4" SQ-2 A36
52A153 3 L4X3X5/16 8'-8 1/4" SQ-2 A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
SILL ANGLE DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
03/03/2011
TH
3-21375
52 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 2
0 0 0 0 1
0 0 0 0 2
0 0 0 0 2
0 0 0 0 1
0 0 0 0 1
0 0 0 0 2
0 0 0 0 1
1 1 1 0 0
1 1 1 0 0
1 1 1 0 0
3 3 3 0 0
1 1 1 0 0
2 2 2 0 0
1 1 1 0 0
2 - ANGLES - 52A1
31
2/2
2'-812/
16'-1
78/
2'-8
13'-5
38/
2'-8
10'-9
38/
2'-8
8'-1
38/
2'-8
5'-5
38/
2'-8
2'-9
38/
138/
13
8/
RD
7- a103 (N/S)
14/TYP
35
8/3
8/
318/
4
L4X3-12/ X38/ x 17'-612/
34/
21
2/
21
2/
ONE - ANGLE - 52A2
31
2/
2'-034/
5'-3
58/
1'-912/
3'-2
78/
1'-538/
1'-5
38/
RD
3- a103 (N/S)
14/TYP
34/
21
2/
4L4X3-12/ X38/ x 6'-058/
2 - ANGLES - 52A3
2- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 6'-058/
4
34/
21
2/
1'-558/
1'-5
58/
RD
1'-914/
3'-2
78/
2'-034/
5'-3
58/
31
2/
2 - ANGLES - 52A4
31
2/2
2'-314/
4'-7
2'-034/
2'-3
34/
3
3
RD
3- a103 (N/S)
14/TYP
4
L4X3-12/ X38/ x 6'-058/
34/
21
2/
ONE - ANGLE - 52A5
3- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 6'-058/
4
21
2/3
4/
3
3
RD
2'-034/
2'-3
34/
2'-312/
4'-7
14/
23
12/
ONE - ANGLE - 52A6
7- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 17'-612/
4
212/
34/3 4/
318/
38/
358/
23
12/
1'-558/
1'-5
58/
RD 2'-712/
4'-1
18/
2'-8
12'-1
18/
2'-8
14'-9
18/
2'-8
17'-5
18/
2'-8
6'-9
18/
2'-8
9'-5
18/
2 - ANGLES - 52A7
6- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 17'-612/
4
21
2/3
4/3 4/
318/
38/
358/
1'-458/
1'-4
58/
RD 2'-812/
4'-1
18/
2'-8
6'-9
18/
2'-8
9'-5
18/
2'-8
12'-1
18/
2'-8
14'-9
18/
23
12/
ONE - ANGLE - 52A8
14/TYP
25'-578/ (L4X3-12/ X38/ x 25'-9") (-18/ )
4
21
2/
21
2/3
4/
318/
38/
35
8/
a103 (N/S)
318/
1'-918/
1'-9
18/
RD 1'-8
5'-1
18/
2'-5
9'-1
11
8/
1'-8
3'-5
18/
2'-5
12'-4
18/
2'-5
14'-9
18/
2'-5
17'-2
18/
2'-5
19'-7
18/
2'-5
22'-0
18/
2'-5
7'-6
18/
2'-5
24'-5
18/
23
12/
3 - P/S_ANGLES - 52A9
(-38/ )L4X3X516/ x 21'-112/(-518/ )
3 - P/S_ANGLES - 52A10
(-38/ )L4X3X516/ x 21'-158/(-5)
3 - P/S_ANGLES - 52A11
(-518/ )L4X3X516/ x 8'-312/(-38/ )
9 - P/S_ANGLES - 52A12
(-412/ )L4X3X516/ x 9'-1114/(-414/ )
3 - P/S_ANGLES - 52A13
(-414/ )L4X3X516/ x 10'-1118/(-458/ )
6 - P/S_ANGLES - 52A14
(-38/ )L4X3X516/ x 21'-614/(-38/ )
3 - P/S_ANGLES - 52A15
(-38/ )L4X3X516/ x 8'-814/(-38/ )
PHASE1 2 3 4 5
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
53A13 3 L4X3-1/2X3/8 24'-3 1/2" SQ-2 A36 A36
a10327 L3-1/2X3-1/2X3/8 0'-5" A36
53A22 2 L4X3-1/2X3/8 25'-9" SQ-2 A36 A13
a10322 L3-1/2X3-1/2X3/8 0'-5" A36
53A32 2 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a10316 L3-1/2X3-1/2X3/8 0'-5" A36
53A42 2 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a10318 L3-1/2X3-1/2X3/8 0'-5" A36
53A51 1 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a1038 L3-1/2X3-1/2X3/8 0'-5" A36
53A61 1 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a1039 L3-1/2X3-1/2X3/8 0'-5" A36
53A71 1 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a1039 L3-1/2X3-1/2X3/8 0'-5" A36
53A82 2 L4X3-1/2X3/8 21'-9" SQ-2 A36 A1
a10316 L3-1/2X3-1/2X3/8 0'-5" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
SILL ANGLE DETAILS
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
03/03/2011
TH
3-21375
53 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/07/110 For Fabrication F&F TMc TH
REV. DESCRIPTION DATE DWN CHK
0 0 0 0 3
0 0 0 0 2
0 0 0 0 2
0 0 0 0 2
0 0 0 0 1
0 0 0 0 1
0 0 0 0 1
0 0 0 0 2
3 - ANGLES - 53A1
9- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 24'-312/
4
212/
34/
318/
35
8/3
8/
2'-6
4'-1
03
8/
2'-438/
2'-4
38/
RD 2'-6
7'-4
38/
2'-6
9'-1
03
8/
2'-6
12'-4
38/
2'-6
14'-1
03
8/
2'-6
17'-4
38/
2'-6
19'-1
03
8/
2'-8
22'-6
38/
23
12/
318/
2 - ANGLES - 53A2
14/TYP
L4X3-12/ X38/ x 25'-9
4
212/
34/3 4/
318/
38/
35
8/
a103 (N/S)
1'-8
3'-5
18/
1'-918/
1'-9
18/
RD 1'-8
5'-1
18/
2'-5
7'-6
18/
2'-5
9'-1
11
8/
2'-5
12'-4
18/
2'-5
14'-9
18/
2'-5
17'-2
18/
2'-5
19'-7
18/
2'-5
22'-0
18/
2'-5
24'-5
18/
23
12/
318/
2 - ANGLES - 53A3
31
2/2
2'-5
6'-3
12/
2'-4
3'-1
01
2/
1'-612/
1'-6
12/
RD 2'-8
19'-1
12/
2'-8
16'-5
12/
2'-5
13'-9
12/
2'-8
11'-4
12/
2'-5
8'-8
12/
8- a103 (N/S)
14/TYP
4
34/
21
2/
L4X3-12/ X38/ x 21'-9
2 - ANGLES - 53A4
31
2/
2
1'-118/
1'-1
18/
RD
1'-612/
2'-7
58/
2'-8
5'-3
58/
2'-8
7'-1
158/
2'-8
10'-7
58/
2'-8
13'-3
58/
2'-8
15'-1
158/
2'-8
18'-7
58/
2'-4
20'-1
158/
14/TYP
L4X3-12/ X38/ x 21'-9
34/
21
2/
a103 (N/S)
ONE - ANGLE - 53A5
31
2/2
2'-5
7'-9
38/
2'-8
5'-4
38/
2'-838/
2'-8
38/
RD 2'-134/
20'-7
18/
2'-8
18'-5
38/
2'-8
15'-9
38/
2'-8
13'-1
38/
2'-8
10'-5
38/
8- a103 (N/S)
14/TYP
L4X3-12/ X38/ x 21'-9
34/
212/
4
ONE - ANGLE - 53A6
31
2/2
2'-5
8'-8
12/
2'-5
6'-3
12/
2'-4
3'-1
01
2/
1'-612/
1'-6
12/
RD 2'-8
21'-9
12/
2'-8
19'-1
12/
2'-8
16'-5
12/
2'-5
13'-9
12/
2'-8
11'-4
12/
9- a103 (N/S)
14/TYP
4
L4X3-12/ X38/ x 21'-9
21
2/2
12/
34/
ONE - ANGLE - 53A7
31
2/2
2'-8
5'-3
58/
1'-534/
2'-7
58/
1'-178/
1'-1
78/
RD
2'-4
20'-1
158/
2'-8
18'-7
58/
2'-8
15'-1
158/
2'-8
13'-3
58/
2'-8
10'-7
58/
2'-8
7'-1
15
8/
9- a103 (N/S)
14/TYP
4
34/3 4/
21
2/
2 - ANGLES - 53A8
31
2/
21
16/
2'-5
7'-9
38/
2'-8
5'-4
38/
2'-838/
2'-8
38/
RD 2'-2
20'-7
38/
2'-8
18'-5
38/
2'-8
15'-9
38/
2'-8
13'-1
38/
2'-8
10'-5
38/
14/TYP
L4X3-12/ X38/ x 21'-9
34/
212/
4
a103 (N/S)
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
A3211 L4X4X5/16 0'-6 1/2" A36
A365 L4X4X5/16 0'-6 1/2" A36
A642 L4X4X5/16 0'-6 1/2" A36
a338 L3X3X5/16 0'-5 1/2" A36
a1076 L3X3X5/16 1'-2 1/2" A36
a1144 L3X3X5/16 1'-2 1/2" A36
a1414 L3X3X5/16 1'-8 1/2" A36
a15336 L3X3X5/16 0'-8 1/2" A36
a16128 L3X3X5/16 0'-8 1/2" A36
a1718 L3X3X5/16 0'-4 1/2" A36
a1978 L3X3X5/16 0'-5 1/2" A36
a2236 L3X3X5/16 0'-11 1/2" A36
a2416 L4X3X5/16 1'-8 1/2" A36
a2548 L4X3X5/16 1'-8 1/2" A36
a2664 L4X3X5/16 1'-2 1/2" A36
a274 L4X3X5/16 0'-5 1/2" A36
a298 L4X3X5/16 0'-11 1/2" A36
a308 L4X3X5/16 0'-8 1/2" A36
a9726 L3X3X5/16 0'-8 1/2" A36
a988 L3X3X5/16 0'-8 1/2" A36
a998 L3X3X5/16 1'-2 1/2" A36
a1016 L3X3X5/16 1'-8 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
CLIP ANGLES
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/30/2010
TH
3-21375
101 1
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/08/111 Changed Marks & Details TMc TH
3/07/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
38 - ANGLES - a3
178/
L3X3X516/ x 512/
3114/ 114/
(1316/ x1") SLOTS
114/33114/
L3X3X516/ x 812/
178/
(1316/ x1") SLOTS
113
16/
L3X3X516/ x 812/
114/ 3 3 114/
(1316/ x1") SLOTS
114/3114/
L3X3X516/ x 512/
17
8/
(1316/ x1") SLOTS
14 - ANGLES - a1444 - ANGLES - a11
114/3333114/
L3X3X516/ x 1'-212/
17
8/
(1316/ x1") SLOTS
113
16/
L3X3X516/ x 1'-812/
114/ 3 3 3 3 3 3 114/
(1316/ x1") SLOTS
8 - ANGLES - a29
336 - ANGLES - a15
114/33114/
L3X3X516/ x 812/
17
8/
(1316/ x1") SLOTS
128 - ANGLES - a16
4
114/3114/
L4X3X516/ x 512/
25
8/
(1316/ x1") SLOTS
114/333114/
L4X3X516/ x 1112/
25
8/4
(1316/ x1") SLOTS
8 - ANGLES - a30
114/33114/
L4X3X516/ x 812/
258/4
(1316/ x1") SLOTS
114/33114/
L3X3X516/ x 812/
17
8/
(1316/ x1") SLOTS
78 - ANGLES - a19
2 - ANGLES - A64
26 - ANGLES - a97
114/4114/
23
8/
1316/Ø
8 - ANGLES - a98
134/3134/
L4X4X516/ x 612/
21
2/
1316/Ø
36 - ANGLES - a22
114/333114/
L3X3X516/ x 1112/
17
8/
(1316/ x1") SLOTS
5 - ANGLES - A36
114/4114/
25
8/
1316/Ø
16 - ANGLES - a24
4
2916/
L4X3X516/ x 1'-812/
114/ 3 3 3 3 3 3 114/
(1316/ x1") SLOTS
48 - ANGLES - a25
21
2/
L4X3X516/ x 1'-812/
114/ 3 3 3 3 3 3 114/
4
(1316/ x1") SLOTS
64 - ANGLES - a26
29
16/
L4X3X516/ x 1'-212/
114/ 3 3 3 3 114/
4
(1316/ x1") SLOTS
4 - ANGLES - a27
134/3134/
L4X4X516/ x 612/
21
2/
1316/Ø
76 - ANGLES - a10
113
16/
L3X3X516/ x 1'-212/
114/ 3 3 3 3 114/
(1316/ x1") SLOTS
8 - ANGLES - a99
114/3333114/
L3X3X516/ x 1'-212/
17
8/
(1316/ x1") SLOTS
6 - ANGLES - a101
113
16/
L3X3X516/ x 1'-812/
114/ 114/3 3 3 3 3 3
(1316/ x1") SLOTS
11 - ANGLES - A32
114/4114/
21
2/
1316/Ø
134/ 134/3
L4X4X516/ x 612/
21
2/
1316/Ø
18 - ANGLES - a17
13
4/
L3X3X516/ x 412/
114/ 2 114/
(1116/ "x78/ ") SLOTS
SHOP NOTE:ALL ANGLES ARE IDENTICALFOR PART FABRICATION.THE PIECE MARKS ARE UNIQUE TOIDENTIFY THE NEXT ASSEMBLY- TOTAL PIECES = 414- TOTAL LENGTH L3X3X38/ = 518 FT.
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
45A12 L3X3X3/8 1'-3" A36
45A228 L3X3X3/8 1'-3" A36
45A32 L3X3X3/8 1'-3" A36
45A424 L3X3X3/8 1'-3" A36
45A524 L3X3X3/8 1'-3" A36
45A61 L3X3X3/8 1'-3" A36
45A71 L3X3X3/8 1'-3" A36
45A84 L3X3X3/8 1'-3" A36
45A92 L3X3X3/8 1'-3" A36
46A12 L3X3X3/8 1'-3" A36
46A22 L3X3X3/8 1'-3" A36
46A392 L3X3X3/8 1'-3" A36
46A446 L3X3X3/8 1'-3" A36
46A528 L3X3X3/8 1'-3" A36
46A656 L3X3X3/8 1'-3" A36
46A71 L3X3X3/8 1'-3" A36
46A82 L3X3X3/8 1'-3" A36
46A91 L3X3X3/8 1'-3" A36
47A12 L3X3X3/8 1'-3" A36
47A228 L3X3X3/8 1'-3" A36
47A32 L3X3X3/8 1'-3" A36
47A42 L3X3X3/8 1'-3" A36
47A52 L3X3X3/8 1'-3" A36
47A61 L3X3X3/8 1'-3" A36
47A72 L3X3X3/8 1'-3" A36
47A81 L3X3X3/8 1'-3" A36
47A92 L3X3X3/8 1'-3" A36
48A11 L3X3X3/8 1'-3" A36
48A21 L3X3X3/8 1'-3" A36
48A324 L3X3X3/8 1'-3" A36
48A424 L3X3X3/8 1'-3" A36
48A52 L3X3X3/8 1'-3" A36
48A62 L3X3X3/8 1'-3" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BRACKET ANGLES MP
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/30/2010
TH
3-21375
102 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/07/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
2 - ANGLE BRACKETS - 45A1
13
4/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
28 - ANGLES - 45A2
134/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 45A3
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
24 - ANGLES - 45A4
13
4/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
24 - ANGLES - 45A5
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 45A6
13
4/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 45A7
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
4 - ANGLE BRACKETS - 45A8
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 45A9
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 46A1
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
2 - ANGLES - 46A2
2112
L3X3X38/ x 1'-3
13
4/
92 - ANGLES - 46A3
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
46 - ANGLES - 46A4
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
28 - ANGLES - 46A5
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
56 - ANGLES - 46A6
2 11 2
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 46A7
2112
L3X3X38/ x 1'-3
11
2/
(114/ x1316/ ) SLOTS
2 - ANGLE BRACKETS - 46A8
2112
L3X3X38/ x 1'-3
13
4/
(114/ x1316/ ) SLOTS
ONE - ANGLE BRACKET - 46A9
13
4/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
2 - ANGLES - 47A1
2112
L3X3X38/ x 1'-3
134/
(1 14/ "x1316/ ") SLOTS
28 - ANGLES - 47A2
2 11 2
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 47A3
2112
L3X3X38/ x 1'-3
13
4/
(114/ x1316/ ) SLOTS
2 - ANGLE BRACKETS - 47A4
2112
L3X3X38/ x 1'-3
13
4/
(114/ x1316/ ) SLOTS
2 - ANGLES - 47A5
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 47A6
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 47A7
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 47A8
13
4/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 47A9
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 48A1
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
ONE - ANGLE BRACKET - 48A2
2112
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
24 - ANGLES - 48A3
2 11 2
L3X3X38/ x 1'-3
13
4/
(1 14/ "x1316/ ") SLOTS
24 - ANGLES - 48A4
134/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 48A5
13
4/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
2 - ANGLE BRACKETS - 48A6
13
4/
L3X3X38/ x 1'-3
2 11 2
(1 14/ "x1316/ ") SLOTS
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
a55254 L3X3X3/8 1'-1 1/4" A36
a566 L3X3X3/8 1'-0 3/4" A36
a57130 L3X3X3/8 0'-9" A36
a582 L3X3X3/8 0'-8 9/16" A36
a591 L3X3X3/8 0'-8 9/16" A36
a601 L3X3X3/8 0'-8 7/16" A36
a611 L3X3X3/8 0'-9 7/8" A36
a621 L3X3X3/8 0'-9 7/8" A36
a654 L3X3X3/8 1'-0 3/16" A36
a668 L3X3X3/8 1'-0 3/8" A36
a672 L3X3X3/8 0'-11 7/8" A36
a682 L3X3X3/8 0'-11 1/2" A36
a691 L3X3X3/8 0'-10 3/16" A36
a701 L3X3X3/8 0'-10 3/16" A36
a766 L5X3X3/8 0'-11 1/8" A36
a776 L5X3X3/8 0'-11 1/8" A36
a789 L5X3X3/8 0'-11 3/8" A36
a79330 L5X3X3/8 0'-11 3/4" A36
a8048 L5X3X3/8 0'-11 3/4" A36
a813 L5X3X3/8 0'-11 1/4" A36
a825 L5X3X3/8 1'-0 1/4" A36
a831 L5X3X3/8 0'-11 1/2" A36
a861 L5X3X3/8 0'-11 1/2" A36
a871 L5X3X3/8 0'-11 1/4" A36
a941 L5X3X3/8 0'-11 3/8" A36
a952 L5X3X3/8 0'-11 3/8" A36
a961 L5X3X3/8 1'-0 1/4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BRACKET ANGLES
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/30/2010
TH
3-21375
103 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/07/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
254 - ANGLES - a55
L3X3X38/ x 1'-114/
12
12
12
12
3 3
6 - ANGLES - a56
33
12
12
12
12
L3X3X38/ x 1'-034/
130 - ANGLES - a57
L3X3X38/ x 9
73
16/
1212
7316/
11316/ 5
2 - ANGLES - a58
L3X3X38/ x 8916/
73
16/
12 12
7316/
5 11316/
ONE - ANGLE - a59
L3X3X38/ x 8916/
7316/
12
12
7316/
11316/ 5
ONE - ANGLE - a60
511316/
12
7316/
73
16/
12
L3X3X38/ x 8716/
ONE - ANGLE - a61
L3X3X38/ x 978/
6316/
12
12
6316/
51316/ 1916/
ONE - ANGLE - a62
L3X3X38/ x 978/
63
16/
12
12
6316/
1916/ 51316/
4 - ANGLES - a65
L3X3X38/ x 1'-0316/
12
12
12
12
33
8 - ANGLES - a66
L3X3X38/ x 1'-038/
12
12
12
12
33
2 - ANGLES - a67
L3X3X38/ x 1178/
12
12
12
12
3 3
2 - ANGLES - a68
33
12
12
12
12
L3X3X38/ x 1112/
ONE - ANGLE - a69
1916/51316/
L3X3X38/ x 10316/
63
16/
12
12
6316/
ONE - ANGLE - a70
51316/1916/
12
6316/
6316/
12
L3X3X38/ x 10316/
6 - ANGLES - a76
958/112/
L5X3X38/ x 1118/
21
2/11
4/
1116/ Ø
6 - ANGLES - a77
112/958/
L5X3X38/ x 1118/
21
2/11
4/
1116/ Ø
9 - ANGLES - a78
978/112/
L5X3X38/ x 1138/
21
2/1
14/
1116/ Ø
330 - ANGLES - a79
1014/112/
L5X3X38/ x 1134/
21
2/1
14/
1116/ Ø
48 - ANGLES - a80
10316/1916/
L5X3X38/ x 1134/
21
2/1
14/
1116/ "Ø
3 - ANGLES - a81
11
4/2
12/
L5X3X38/ x 1114/
934/ 112/
5 - ANGLES - a82
1014/2
L5X3X38/ x 1'-014/
212/
11
4/
1116/ Ø
ONE - ANGLE - a83
10112/
L5X3X38/ x 1112/
21
2/1
14/
1116/ Ø
ONE - ANGLE - a86
112/10
L5X3X38/ x 1112/
21
2/1
14/
1116/ "Ø
ONE - ANGLE - a87
934/112/
L5X3X38/ x 1114/
21
2/1
14/
1116/ "Ø
ONE - ANGLE - a94
112/978/
L5X3X38/ x 1138/
21
2/1
14/
1116/Ø
2 - ANGLES - a95
112/978/
L5X3X38/ x 1138/
21
2/11
4/
1116/ "Ø
ONE - ANGLE - a96
11
4/2
12/
L5X3X38/ x 1'-014/
1014/ 2 1116/Ø
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
p54 BAR1/4"X1 1/2" 0'-4" A36
p172 PL1/4"X19 13/16" 6'-5 5/8" A36
p351 BPL3/8"X8 3/4" 1'-2 1/2" A36
p361 BPL3/8"X8 3/4" 1'-2 1/2" A36
p373 BPL3/8"X7 13/16" 1'-2 1/2" A36
p382 BPL3/8"X8" 1'-2 1/2" A36
p392 BPL3/8"X8 1/4" 1'-2 1/2" A36
p441 BAR1/4"X3 1/4" 0'-3 15/16" A36
p451 BAR1/8"X6 1/4" 0'-8" A36
p461 BAR3/8"X8" 1'-0 1/2" A36
p471 BPL3/8"X8 1/2" 1'-2 1/2" A36
p481 BPL3/8"X8 7/16" 1'-2 1/2" A36
p491 BPL3/8"X8 1/2" 1'-2 1/2" A36
p502 PL3/8"X7 1/4" 1'-0" A36
p682 BAR3/8"X7 1/2" 10'-11 1/8" A36
p701 PL5/8"X13 3/4" 1'-2 7/8" A36
p741 PL3/8"X14" 1'-3 1/2" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BENT PLATES
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/31/2010
TH
3-21375
104 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/08/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
4 - PLATES - p5
38/
11
2/
38/
BAR14/ X1 12/ x 4
ONE - BT PLATE - p35
5716/2 1
8/
38/
O - O
ONE - PLATE - p44
34/ 31
4/
34/
BAR14/ X3 14/ x 31516/
VERIFY W/ G.C. IFPLATE IS REQUIREDOR NOT
2 - PLATES - p68
71
2/
BAR38/ X7 12/ x 10'-1118/
ONE - PLATE - p70
1'-1
34/
11
2/1'
-01
4/
10
18/
35
8/
PL58/ X13 34/ x 1'-278/
11516/ 11 11516/
338/ 3 3 3 212/
1316/ "Ø
(1 116/ "x1 516/ ") SLOTS
ONE - PLATE - p74
1'-2
63
4/71
4/
11
2/1'
-01
2/
PL38/ X14 x 1'-312/
314/ 11
112/ 3 3 3 5
1316/ "Ø
(1 116/ "x1 516/ ") SLOTS
38/
J - J
J J
1'-2
12/
11
4/3
33
31
14/
BPL38/ X8 14/ x 1'-212/
5716/ 21316/
R=
34/
A=
-135
°
114/7
(1316/ "x1") SLOTS
38/
K - K
K K
1'-2
12/
114/
33
33
11
4/
BPL38/ X8 x 1'-212/
634/ 114/
5716/ 258/
R=
34/
A=
-135
°
(1316/ "x1") SLOTS
38/
L - L
L L
1'-2
12/
114/
33
33
11
4/
BPL38/ X7 1316/ x 1'-212/
6916/ 114/
5716/ 238/
R=
34/
A=
-135
°
(1316/ "x1") SLOTS
38/
M - M
M M
1'-2
12/
11
4/3
33
31
14/
BPL38/ X8 34/ x 1'-212/
712/ 114/
5716/ 338/
R=
34/
A=
-135
°
(1316/ "x1") SLOTS
O O
1'-2
12/
11
4/3
33
31
14/
BPL38/ X8 34/ x 1'-212/
712/ 114/
5716/ 338/
R=
34/
A=
-135
° (1316/ "x1") SLOTS
14/
N - N
N N
6'-5
58/
PL14/ X19 1316/ x 6'-558/
13
4/
31516/ 1'-31516/
R=
18/
A=
90
°
4916/
ONE - BT PLATE - p47
P P
1'-2
12/
11
4/3
33
31
14/
BPL38/ X8 12/ x 1'-212/
714/ 114/
618/ 238/
R=
34/
A=
-135
°
(1316/ "x1") SLOTS
P - P
ONE - BT PLATE - p48
2 - BT PLATES - p39
Q Q
1'-2
12/
11
4/3
33
31
14/
BPL38/ X8 716/ x 1'-212/
7316/ 114/
6116/ 238/
R=
34/
A=
-135
°
(1316/ "x1") SLOTS
Q - Q
2 - BT PLATES - p38
ONE - BT PLATE - p49
R R
1'-2
12/
11
4/3
33
311
4/
BPL38/ X8 12/ x 1'-212/
714/ 114/
618/ 238/
R=
34/
A=
-135
°
(1316/ "x1") SLOTS
3 - BT PLATES - p37
R - R
ONE - PLATE - p45
ONE - BT PLATE - p36
BAR18/ X6 14/ x 8
138/ 312/ 138/
8
15
16/5
716/
11
4/ 1316/ "Ø
ONE - PLATE - p46
2 - BT PLATES - p17
BAR38/ X8 x 1'-012/
138/ 312/ 234/ 312/ 138/
8
15
16/5
716/
11
4/
11
4/5
12/
11
4/
1316/ "Ø
1316/ "Ø
2 - PLATES - p50
71
4/
11
2/4
14/
11
2/
PL38/ X7 14/ x 1'-0
112/ 3 3 3 112/
112/ 3 3 3 112/
1 116/ "Ø
(1 116/ "x1 516/ ") SLOTS
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
BP17 PL1"X14" 1'-2" A36
BP23 PL1 1/2"X14" 1'-2" A36
BP317 PL1 1/4"X14" 1'-2" A36
p122 PL1/4"X19 13/16" 6'-4" A36
p162 PL1/4"X19 13/16" 6'-5 5/8" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
BENT PLATES & BASE PLATES
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/31/2010
TH
3-21375
105 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/08/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
2 - BT PLATES - p16
A A
6'-5
58/
13
4/
1'-71316/
31516/ 1'-31516/
R=
18/
A=
-90°
4916/
4
1'-4
A - A
2 - BT PLATES - p12
B B
6'-4
1'-71316/
31516/ 1'-31516/
R=
18/
A=
90
°
4
1'-4
B - B
3 ~ BASE PLATES ~ BP2
7 ~ BASE PLATES ~ BP1
1C11
3C11
6C21
9C11
12C11
15C11
15C31
Qty. In Assembly
21
02
1'-2
464
PL1X14 x 1'-2
PL1"X14 X 1'-2A36 1 516/
Ø
17 ~ BASE PLATES ~ BP3
7C31
10C21
14C11
Qty. In Assembly
21
02
1'-2
464
PL1 12/ X14 x 1'-2
PL1 12/ "X14 X 1'-2A36
1 516/Ø
1C31
2C21
3C31
4C21
5C11
5C34
7C11
8C31
9C31
11C21
12C21
13C11
16C11
16C21
Qty. In Assembly
21
02
1'-2
464
PL1 14/ X14 x 1'-2
PL1 14/ "X14 X 1'-2A36
1 516/Ø
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
P42 PL3/16"X6 1/4" 0'-8" A36
p26 BAR1/8"X3" 1'-0" A36
p423 BAR1/8"X6 1/4" 0'-8" A36
p1364 BAR1/4"X4" 0'-5 3/16" A36
p144 BAR1/4"X4" 1'-4" A36
p158 BAR1/4"X4" 0'-11 15/16" A36
p1848 BAR1/4"X8" 1'-3 3/4" A36
p193 PL3/8"X14" 1'-3 3/4" A36
p216 PL3/8"X3 3/4" 0'-8 1/2" A36
p2254 PL3/8"X5 1/2" 0'-6 3/4" A36
p241 PL3/8"X14" 1'-3 1/2" A36
p2540 BAR3/8"X3" 1'-0" A36
p2710 BAR3/8"X12" 1'-3" A36
p2820 BAR3/8"X12" 1'-6 1/4" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
PLATES
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/31/2010
TH
3-21375
106 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/08/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
BAR38/ X12 x 1'-3
112/ 4 4 4 112/
1'-0
11
2/3
33
112/
(1116/ x1516/ ) SLOTS
1 116/Ø
(1116/ x1516/ ) SLOTS
51
4/3
33
11
2/
PL
38/X
14 x
1'-3
34/
634/714/
112/1'-012/
1'-2
11
2/1
13
14/
(1116/ x1516/ ) SLOTS1316/Ø
2 - PLATES - P4
PL316/ X6 14/ x 8
138/ 312/ 138/
8
11
4/51
2/1
14/
1316/Ø
6 - PLATES - p2
3
11
2/1
12/
BAR18/ X3 x 1'-0
112/ 3 3 3 112/
1 116/Ø
23 - PLATES - p4
BAR18/ X6 14/ x 8
138/ 312/ 138/
8
114/
51
2/1
14/
1316/Ø
53
33
11
2/
PL
38/X
14 x
1'-3
12/
634/714/
112/1'-012/
1'-2
11
4/1
13
14/
1316/Ø
(1116/ x1516/ ) SLOTS
BAR14/ X4 x 111516/
4
64 - PLATES - p13
BAR14/ X4 x 5316/
4
4 - PLATES - p14
BAR14/ X4 x 1'-4
4
8 - PLATES - p15
214/
31
2/2
14/
8
134/33332
BAR14/ X8 x 1'-334/ 1 116/Ø
THESE ARE SHIM PLATES FOR MOMENT CONNECTIONSTHEY COULD BE SPLIT INTO FINGER SHIMS & MULTIPLETHICKNESSES COULD BE PROVIDED~VERIFY WITHFABRICATOR & G.C.
48 - PLATES - p18
11
2/3
33
112/
1'-0
112/478/512/478/112/
BAR38/ X12 x 1'-614/
1 116/Ø(1 116/ "x1 516/ ") SLOTS
(1 116/ "x1 516/ ") SLOTS
3 - PLATES - p19
6 - PLATES - p21
33
4/
212/
11
4/
PL38/ X3 34/ x 812/
114/ 3 3 114/
1316/Ø
54 - PLATES - p22
PL38/ X5 12/ x 634/
138/ 234/ 138/
63
4/
13
8/4
138/
1316/Ø
ONE - PLATE - p24
40 - PLATES - p25
3
11
2/1
12/
BAR38/ X3 x 1'-0
112/ 3 3 3 112/
(1116/ x1516/ ) SLOTS
10 - PLATES - p27
20 - PLATES - p28
BILL OF MATERIALSHIP MARK NO
PCS DESCRIPTION LENGTH PIECEMARK REMARKS - PROC./GR. ABM
#
p2910 PL3/8"X7 1/4" 1'-0" A36
p306 BAR3/8"X7" 1'-0" A36
p3194 BAR9/16"X8" 1'-4 1/4" A572-50
p3248 BAR5/16"X5" 1'-0" A36
p3322 BAR1/2"X6 1/4" 0'-8" A36
p3424 PL1/16"X2 3/4" 0'-6 3/4" A36
p401 PL5/8"X13 3/4" 1'-2" A36
p412 PL5/8"X13 3/4" 1'-2" A36
p422 PL5/8"X13 3/4" 1'-2 7/8" A36
p4312 BAR3/8"X12" 1'-0" A36
p522 BAR9/16"X8" 1'-4 1/4" A572-50
p6610 BAR1/8"X6 1/4" 0'-8" A36
p672 PL3/16"X6 1/4" 0'-8" A36
GENERAL NOTESMATERIAL:
HOLES: DIA. U/N
ELECTRODES:
CONN'S:
REF. DRG.
SURFACE PREP.
AND PAINT:
JOB USE
SHOP
APPROVAL
DESCRIPTION:
PROJ. NAME
LOCATION
CONTRACTOR
DRAWN BY
DATE
CHKD. BY
DATE
JOB No.
DRG. No. REV.
A992
13/16
E70XX LH
A325N ~ U.N.
SSPC-SP3
#30-18, Red Oxide
PLATES
St Marys Medical Center
1102 Million Dollar Highway, St. Marys, PA.
Hallstrom Construction, Inc.
Altoona Pipe And Steel Supply Co.1128 Ninth Avenue
Altoona, Pa 16603-0112(814) 944-1631
TMc
12/31/2010
TH
3-21375
107 0
ENG. KTH Architects, Inc./Lee-Simpson Assoc., Inc
U/N
ARCH./
3/08/110 For Fabrication F&F TMc TH
01/03/11A For Approval TMc TAN
REV. DESCRIPTION DATE DWN CHK
10 - PLATES - p29
112/333112/
PL38/ X7 14/ x 1'-0
112/
41
4/1
12/
71
4/
(1116/ x1516/ ) SLOTS
1 116/Ø
6 - PLATES - p30
112/333112/
BAR38/ X7 x 1'-0
11
2/4
11
2/
7
(1116/ x1516/ ) SLOTS
1 116/Ø
94 - PLATES - p31
116/
14/
14/
14/
A - AAA
8
21
4/3
12/
21
4/
BAR916/ X8 x 1'-414/
134/ 3 3 3 3 212/
1 116/Ø
48 - PLATES - p32
5
21
2/2
12/
BAR516/ X5 x 1'-0
112/ 3 3 3 112/
1 116/Ø
22 - PLATES - p33
BAR12/ X6 14/ x 8
138/ 312/ 138/
8
114/
51
2/1
14/
1316/Ø
24 - PLATES - p34
PL116/ X2 34/ x 634/
138/ 138/
63
4/
13
8/4
13
8/
1316/Ø
ONE - PLATE - p40
21
16/3
33
215
16/
11
2/1
11
12/
PL
58/X
13
34/ x
1'-2
112/858/358/
1'-134/
1316/Ø
(1116/ x1516/ ) SLOTS
2 - PLATES - p41
21
16/3
33
215
16/
PL
58/X
13
34/ x
1'-2
112/518/718/
1'-134/
11
2/1
11
12/
1316/Ø
(1116/ x1516/ ) SLOTS
2 - PLATES - p42
1'-134/
338/ 878/ 112/
PL
58/X
13
34/ x
1'-2
78/
115
16/1
11
1516/
33
8/3
33
212/
(1116/ x1516/ ) SLOTS
1316/Ø
12 - PLATES - p43
34/12/1034/
57
BAR38/ X12 x 1'-0
89
16/2
1516/
12/
48
1'-0
R 38/
2 - PLATES - p67
PL316/ X6 14/ x 8
138/ 312/ 138/
8
11
4/5
12/
11
4/
1316/Ø
10 - PLATES - p66
BAR18/ X6 14/ x 8
138/ 312/ 138/
8
11
4/5
12/
114/
1316/Ø
2 - PLATES - p52
14/
116/
14/
14/
B - BBB
8
21
4/3
12/
21
4/
BAR916/ X8 x 1'-414/
134/ 212/3 3 3 3
1 116/Ø