76
H 2 DRAWINGS PREPARED BY DETAILER FROM INFORMATION CONTAINED IN THE PROJECT DOCUMENTS WITH INSTRUCTIONS FROM THE FABRICATOR. DETAILER IS NOT RESPONSIBLE FOR ANY DESIGN, ENGINEERING OR CODE ISSUES WHICH MAY ARISE FROM THE USE OF THESE DRAWINGS. APPROVALS SHOULD BE OBTAINED FROM THE OWNER, ARCHITECT, ENGINEER, CONTRACTOR, WHICH EVER IS APPLICABLE. THE FABRICATOR SHOULD CHECK THE DETAIL DOCUMENTS FOR CORRECTNESS BEFORE RELEASING FOR FABRICATION. THE USE OF THE DETAILED DRAWINGS FOR FABRICATION CONSTITUTES ACCEPTANCE AND APPROVAL OF THE DRAWINGS, MATERIAL LIST OR CUT LIST, WHICH EVER APPLIES. 11/24/10 A For Approval TMc TAN REV. DESCRIPTION DATE DWN CHK GENERAL NOTES MATERIAL: 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 PL 1 4 / "X14 T/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 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 W10X49 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 A1 L3X3X 1 4 / 1855'-0 3 4 / W10X49 W10X88 W10X88 W10X88 W10X88 W10X49 W10X88 W10X88 W10X49 W10X49 W10X88 W10X88 W10X49 W10X49 W10X88 W10X88 W10X88 W10X88 W10X49 PLAN AT EL. 1855'-0- 3 4 / P2 PL 1 4 / "X14 T/LEVEL PL. 1842'-11 T/CONC. 1842'-10 A1 L3X3X 1 4 / 1855'-0 3 4 / P2 PL 1 4 / "X14 T/LEVEL PL. 1842'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 T/CONC. 1852'-10 T/CONC. 1852'-10 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 T/CONC. 1852'-10 A1 L3X3X 1 4 / 1855'-0 3 4 / P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 C4 PL1 1 4 / "X14 T/LEVEL PL. 1853'-0 1 4 / T/CONC. 1842'-10 T/CONC. 1852'-10 T/CONC. 1842'-10 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1842'-11 W10X49 W10X49 W10X45 T/CONC. 1852'-10 A1 L3X3X 1 4 / 1855'-0 3 4 / P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 T/CONC. 1852'-10 T/CONC. 1852'-10 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 A2 L3X3X 1 4 / 1855'-0 3 4 / P2 PL 1 4 / "X14 T/LEVEL PL. 1842'-11 T/CONC. 1852'-10 T/CONC. 1842'-10 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1842'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1842'-11 T/CONC. 1842'-10 W10X49 W10X45 T/CONC. 1852'-10 T/CONC. 1852'-10 T/CONC. 1842'-10 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 A1 L3X3X 1 4 / 1855'-0 3 4 / P2 PL 1 4 / "X14 T/LEVEL PL. 1842'-11 T/CONC. 1842'-10 T/CONC. 1852'-10 T/CONC. 1852'-10 W10X49 W10X49 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 A1 L3X3X 1 4 / 1855'-0 3 4 / A2 L3X3X 1 4 / 1855'-0 3 4 / T/CONC. 1852'-10 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 T/CONC. 1852'-10 T/CONC. 1852'-10 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 P2 PL 1 4 / "X14 T/LEVEL PL. 1852'-11 6 3 3 5 5 10 7 7 A A DETAIL A 1:12 EL=1852'-11 +1853'-0 1 2 / AB7 - ANCHOR ROD ROD1 X 2'-4 1 4 / (4 REQ'D) W10X88 +1852'-10 1 1 2 / 1 4 / LEV. PL. LEV. PL. 3 4 / GROUT GROUT 4 1 4 / PROJ. PROJ. 2'-0 EMBED. EMBED. A-A B B 6 3 3 5 5 10 7 7 DETAIL B 1:12 EL=1842'-11 AB6 - ANCHOR ROD ROD1 X 2'-0 1 2 / (4 REQ'D) 3 4 / GROUT GROUT 1 4 / LEV. PL. LEV. PL. 1 1 2 / W10X45 +1842'-10 1'-8 EMBED. EMBED. 4 1 2 / PROJ. PROJ. B-B C C 10 5 5 3 3 6 DETAIL C 1:12 SLEEVE ANC 3 8 / X2 3 4 / 6 HILTI KB III OR EQ. - BOLTS @ 48" O.C. A1 - ANGLE L3X3X 1 4 / X 21'-2 1 2 / W10X88 EL=1852'-11 AB2 - ANCHOR ROD ROD1 X 2'-4 1 4 / (4 REQ'D) 3 4 / GROUT GROUT 1 4 / LEV. PL. LEV. PL. 1 1 4 / 2'-0 EMBED. EMBED. 4 1 4 / PROJ. PROJ. +1852'-10 5 1 4 / +1855'-0 3 4 / +1855'-6 C-C 3 3 6 5 5 10 7 7 D D DETAIL D 1:12 AB3 - ANCHOR ROD ROD1 X 2'-2 1 4 / (4 REQ'D) +1843'-0 1 4 / +1842'-10 3 4 / GROUT GROUT W10X49 EL=1842'-11 1 1 4 / 1 4 / LEV. PL. LEV. PL. 1'-10 4 1 4 / PROJ. PROJ. D-D E E 10 5 5 6 3 3 DETAIL E 1:12 W10X49 AB1 - ANCHOR ROD ROD1 X 2'-4 (4 REQ'D) +1853'-0 +1852'-10 3 4 / GROUT GROUT 1 EL=1852'-11 1 4 / LEV. PL. LEV. PL. 4 PROJ. PROJ. 2'-0 EMBED. EMBED. E-E F F 6 3 3 10 5 5 DETAIL F 1:12 EL=1855'-2 AB5 - ANCHOR ROD ROD1 X 2'-4 (4 REQ'D) 3 4 / GROUT GROUT 1 4 / LEV. PL. LEV. PL. 1 +1855'-3 +1855'-1 2'-0 EMBED. EMBED. 4 PROJ. PROJ. F-F

WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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Page 1: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Tom
Polygonal Line
Page 2: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 3: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 4: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 5: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 6: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 7: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 8: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 9: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 10: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 11: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 12: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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]

Page 13: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 14: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 15: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 16: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 17: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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 )

Page 18: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 19: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 20: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 21: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 22: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 23: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 24: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 25: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Tom
Line
Page 26: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 27: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 28: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 29: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 30: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 31: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 32: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 33: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 34: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 35: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Tom
Line
GA 3-1/2"
Page 36: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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"

Page 37: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 38: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 39: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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"

Page 40: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 41: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Tom
Polygonal Line
Page 42: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 43: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 44: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 45: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Tom
Line
Tom
Line
Tom
Typewritten Text
3"
Tom
Typewritten Text
E-mail w/ Jeremy 4/19/11
Tom
Typewritten Text
Tom
Typewritten Text
Page 46: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 47: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 48: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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"

Page 49: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 50: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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"

Page 51: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 52: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/ )

Tom
Line
Tom
Line
Tom
Line
Tom
Line
Tom
Line
Tom
Line
Page 53: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 54: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 55: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Tom
Line
1-1/4" BLOCK
Tom
Oval
Tom
Accepted
Tom
Accepted
Page 56: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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)

Page 57: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 58: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 59: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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)

Tom
Oval
Tom
Line
Tom
Accepted
Page 60: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 61: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 62: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 63: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 64: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 65: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 66: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 67: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/

Page 68: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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/ )

Page 69: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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)

Page 70: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 71: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 72: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 73: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Tom
Oval
Tom
Oval
Tom
Oval
Tom
Oval
Tom
Oval
Tom
Oval
Tom
Oval
Tom
Oval
Page 74: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 75: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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

Page 76: WEB PRESENTATION SET / NOT FOR AS BUILTS · sspc-sp3 #30-18, red oxide anchor bolt ... 12 - anchor rods - ab5 general notes material: holes: dia. u/n electrodes: conn's.: ref. drg

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