Drawings.pdf

PDF 2 MB Posted Feb 18, 2021

Attached to: J045--Thermal Energy Storage Tank Repair RFQ-36C25621Q0457
Solicitation number: 36C25621Q0457
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

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File	Type	Posted
36C25621Q0457-Combine Solicitation-Thermal Energy Storage Tank Internal Piping Repair 02-18-21.pdf	PDF	Feb 18, 2021
36C25621Q0457_1.docx	DOCX document	Feb 18, 2021
WD.pdf	PDF	Feb 18, 2021

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VA Tank Upper Diffuser

Sections that are broken on the upper diffuser as of now.

85/R

*In the drawings showing the upper diffuser piping list the material needed to complete these repairs. I have highlighted these areas on the drawings. Please note that if the repairs are made there is a possibility that other sections '. can break when water pressure is built up in the piping.

Sections of piping that were broken on the diffuser during tank inspection on August 2, 2019.

w ..:.-- - .--z

.,. '0

.. z

ERE.cno,, Rt'r-" NI A

[ N;,IH(( RS, .. f£ lo:,'S - (Cf1tPAt,T()PS

TRI GOM, IMC

, l 6' 45 DEG '- ·, .

soc cr CLBO'-' "- "-. , 0 DEG k.

N //

/ \ 88

BOL TS

SUPPL JE O 'S,' PIPING SU8- CONTl?AC TDR c, EE NOTE 3, r l I / \ E I /( \

I / Bt>

GA!:k[T SUPPLJED Bl PI PING SUB-COMTRACTQP ' SEE 1,IOT( 2)

H, - , TYP FLA, t IGED COI\JNECTION

<SE E C I-I ART)

I ll6 , L, / 8 8

\J-f-- /g SI L /<

270 DEG - ---1--90 DEG

• ,I

.... w 0 ...

0o. Q..., "-._, Jll JDE '.:HELL

B'.l

B6 .B7 t 88 - <SEE PL AN)

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.• B5 R / L

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.-. '\v

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:£ 0

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\b '\ ll8 \

0-, I I I

TYP rLANGED CONN[ CTl□N J

OUTS ! DE S tiELL_/

180 DEG

TAtn· BOTTOM

UPF 'EE._ DI FFUSEP. PLAN UPPER D[FF USEP ELEVAT! Or_

TAMK C£N1EPL JNC

1:!Qli;

I. $([ O\JG [ l OAO r □R uPPEP DJFr u : EP PIP[ $UPPOPT L.□C.ATIOtJS

2 GAShE T MATERIAL • l / 8 ° THJC.i CI. PU BEP \J/ 150 DRIL Ll l l G PillTE<>ti

3 ALL DOI.rs. \JAS1: 11:P S !. NU! S TO bE A307·B ( ;,D PLATED.

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OPEN .._1L(S _ 7M/:=A:.

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_J rLANGED CONNECTI ON CHART

FLANGE

SILE

L□CArJ ONS

BOL1

DJAH[1[R

2 4' • I J/ • •

18' 2 J 1/ 8 '

16' 8 l •

14' 8 1·

REPRESENTATIVE.

PERFORMANCE TESTING, CONTRACTOR SHALL ASSIST AND COORDINATE WITH OWNERS

5. TES TANK PERFORMANCE TEST-PDM WILL PROVIDE PERSONNEL TO WITNESS TEST IN

OWNERS PRESENCE. THE CONTRACTOR SHALL ALLOW ONE WEEK IN THE SCHEDULE FOR

THE OWNER-CONTRACTED CHEMICAL COMPANY TO TREAT THE TANK WATER PRIOR TO

A307-B (CAD PLATED)

AMERAFLEX STYLE 1460 OR EQUAL

TO DRAFTING REGARDING ANY CHANGES TO THE PROJECT FOR AS BUILT DRAWINGS.

SHOP AND FIELD TO FURNISH MARKED-UP DRAWINGS OR A WRITTEN DESCRIPTION

F. AS BUILT DRAWINGS

STRADDLE A RADIAL TANK CENTERLINE UNLESS OTHERWISE NOTED.

2. THE FLANGE BOLT HOLES FOR ROOF MANHOLES AND NOZZLES SHALL

STRADDLE A VERTICAL CENTERLINE UNLESS OTHERWISE NOTED.

1. THE FLANGE BOLT HOLES FOR SHELL MANHOLES AND NOZZLES SHALL

E. FLANGE ORIENTATION

WITH WATER SUPPLIED TO THE TANK BY OTHERS.

4. THE TANK SHALL BE HYDROSTATICALLY TESTED AFTER PAINTING PER AWWA D100-84

ATTACHMENT WELDS FOR DETECTION OF LEAKS.

UNDER PRESSURE, A SOAP SUDS SOLUTION SHALL BE APPLIED TO ALL

3. REINFORCING PLATES SHALL BE TESTED PRIOR TO THE HYDROSTATIC TEST.

TIGHTNESS WITH PENETRATING OIL BEFORE THE OUTSIDE WELD IS STARTED.

INSIDE FILLET WELD SHALL BE COMPLETED FIRST AND INSPECTED FOR LEAK

OIL METHOD AND THE COMPLETED JOINT SHALL BE VISUALLY INSPECTED. THE

2. THE TANK SHELL TO BOTTOM WELD SHALL BE TESTED BY THE PENETRATING

GENERAL NOTES (CONTINUED)

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

MATERIAL SPECIFICATIONS

1. THE TANK BOTTOM SHALL BE EXAMINED BY THE VACUUM BOX TEST METHOD.

OR THE DYE-PENETRANT METHOD.

EXAMINED FOR CRACKS BY EITHER THE MAGNETIC PARTICLE METHOD

3. ALL WELDS ATTACHING SHELL NOZZLES, MANHOLES, ETC. SHALL BE

2. ALL WELDS SHALL BE INSPECTED BY VISUAL EXAMINATION.

C4 OF APPENDIX C OF AWWA D100-84.

RADIOGRAPHIC METHOD AS SPECIFIED IN SECTION 11 AND IN SECTION

1. SHELL PLATE TO SHELL PLATE WELDS SHALL BE INSPECTED BY THE

PRIOR TO HYDROSTATIC TESTING.

HYDROSTATIC TESTING. THESE ATTACHMENTS SHALL ALSO BE REMOVED

3. TEMPORARY ATTACHMENTS TO THE SHELL SHALL BE MADE PRIOR TO

TERGNT01 27AUG92

D. TESTING

C. WELD INSPECTION

USING WELD PROCEDURES 93-2 OR 93-4 FOR RINGS 1-3 AND 54-62 OR 93-18

N/A

INTERNAL PIPING -

GASKETS -

STRUCTURAL -

EXTERNAL PIPING -

FITTINGS -

FLANGES -

PIPE -

BOLTING :

A307-B

A234-WPB

A333-6/A53-B

A105

SHAPES -

ROOF -

SHELL -

BOTTOM -

PLATE :

A36

A36/A516-70

A36

2. PERMANENT AND TEMPORARY SHELL ATTACHMENTS SHALL BE WELDED

SPECIFIED ON THE DRAWINGS.

1. ALL TANK WELDS SHALL BE PER A QUALIFIED PROCEDURE AS

BE DOUBLE-WELDED COMPLETE PENETRATION (CP) BUTT JOINTS.

2. ALL VERTICAL AND HORIZONTAL SHELL PLATE JOINTS SHALL

1. SHELL PLATES SHALL HAVE A COMMON CENTERLINE.

30 FEET OF CIRCUMFERENTIAL LENGTH. NO POINT ON THE CIRCUMFERENCE OF THE

1. PAINTING SHALL BE PER PAINTING INSTRUCTIONS (P1).

DESIGNED, FABRICATED, AND ERECTED BY : PITT-DES MOINES, INC.

2. CONSTRUCTED BY : OTHERS

1. DESIGNED BY : PITT-DES MOINES INC

COMPLIANCE WITH THE CUSTOMER'S SPECIFICATIONS AND AWWA D100-84 APPENDIX C.

THE STORAGE TANK, MATERIALS, DESIGN, FABRICATION AND ERECTION ARE IN

GENERAL NOTES

ELEVATION.

B. WELDING

A. SHELL

3. STORAGE TANK

TRUE ELEVATION.

2. FOUNDATIONS

C. COATINGS

B. STORAGE TANK

A. FOUNDATION

1. GENERAL INFORMATION

DESIGN LIQUID LEVEL -

DESIGN METAL TEMPERATURE -

WIND -

SEISMIC -

CORROSION ALLOWANCE :

ROOF -

SHELL -

BOTTOM -

FRAMING -

55'-0

35 DEG F

AWWA D100 100 MPH

NONE

N/A

DESIGN SPECIFICATIONS

GENERAL NOTES & DRAWING LIST

DRAWING

3AB

LADDER ANTICLIMB

NOZZLES

SHELL PLATES & RIM ANGLES

LADDER & WINGRAILS

ROOF HATCH & GROUNDING LUG

OVERFLOW & WEIR

BOTTOM PLATES

ROOF STRUCTURE PLAN

ROOF PLATE LAYOUT

GENERAL NOTES & DRAWING LIST

DESCRIPTION

DRAWING LIST

ORIENTATION PLAN

ROOF STRUCTURE ELEVATION

BOTTOM PLATE LAYOUT

SHELL ELEVATION

FOUNDATION

ROOF PLATES

SHELL MANHOLES

MKB 23MAY96

A307G1A

1AB BOTTOM PLATES

3B ROOF PLATES

COLUMNS4

5 GIRDERS

6 RAFTERS

COUPLINGS & ROOF VENT13

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

FOR RINGS 4-6.

SAR 06JUN96

... PLOTTED: 06/07/96 14:23:41 ... BY: RPP

E7 LOWER DIFFUSER PLAN

E8 UPPER DIFFUSER PLAN

E10AB

UPPER DIFFUSER SUPPORT PLAN

LOWER DIFFUSER SUPPORT PLAN

E10B UPPER DIFFUSER SUPPORT PLAN

14AB LOWER DIFFUSER PIPING

14B LOWER DIFFUSER PIPING

15AB UPPER DIFFUSER PIPING

15B UPPER DIFFUSER PIPING

16 DIFFUSER PIPE SUPPORTS

A3 ADDED DIFFUSER DWG' TO LIST MKB 21JUN96 SAR 21JUN96

REVISED NOTE 4

SHELL NOZZLE

LEVEL INDICATOR

B1 REV DWG LIST MKB 18JUL96 SAR 18JUL96

19 BYPASS PIPING

MKBREV DWG LISTC1 10OCT9610OCT96 DRC

RING 1. RADIUS =

OUTSIDE SURFACE OF SHELL.

ARC LENGTHS MEASURED ON

ARC LENGTHDEGREES

270 DEG. 90 DEG.

ROOF TO FACE OF FITTINGS.

PROJECTIONS GIVEN ARE FROM OUTSIDE FACE OF SHELL OR

PLATE AT THE SHELL TO CENTERLINE OF FITTING.

ELEVATIONS GIVEN ARE FROM THE TOP OF THE BOTTOMNOTES:

0 DEG.

180 DEG.

ORIENTATION PLAN

PROJECTIONELEVATIONDESCRIPTIONREQD

MARK

PDM

MARK

CUST.

ACCESSORIES LIST

TEROR101 31MAY95

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

ORIENTATION PLAN

N/A

180 176"-9 11/16

90 88'-4 13/16

10 9'-9 7/8

1 11 13/16

56'-3 3/8

24" SHELL MANHOLE

WINGRAILS

GROUNDING LUGS

1" 3000# SCR'D CPL'G (THERMOWELL)

24" ROOF HATCH

36" ROOF VENT

12" SHELL NOZZLE (OVERFLOW W/INT. WEIR)

LADDER

24" SHELL NOZZLE (COLD SUPPLY)

24" SHELL NOZZLE (WARM RETURN)

3'-0

ROOF

VARIES

ROOF

3'-0

6'-0

0'-7

0'-3 3/8

0'-8

2'-0

1'-1 1/2

FIRST SHELL SEAM HERE

9-2

8-1

9-1

13-1

11-2

7-1

10-4

DWG 13

11-1

7-1

"(0 \" \" \" \" \" \" \" \" \" \" \" \")"

(2 B

8-2 0'-73'-630" SHELL MANHOLE1M2

7-3 0'-8ROOF6" ROOF NOZZLE (LEVEL)C

A307E1A

MKB 24MAY96

HOR

RAD

SLOPE

RAD

T L

M2M1

START FIRST COLUMN HERE

5'-

H O

R Z

S L

O P E

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

M4 24" ROOF MANHOLEDWG 13 1 ROOF 0'-7

5.09

COLUMN

5'-

5.0 9°

.027

'-5

START FIRST

RAFTER HERE

SAR 06JUN96

... PLOTTED: 06/07/96 15:12:08 ... BY: RPP

31'-0 11/1631.62

A2 REV START LOCATION OF RAFTERS MKB 16JUL96 SAR 16JUL96

17° 10' 21"

TRUE NORTH

FACILITY NORTH

REV TO SHOW FACILITY NORTH

I LEVEL INDICATOR17-1 1 --- ---

B2 ADDED LEVEL INDICATOR "I" MKB 18JUL96 DRC 18JUL96

AND NOZZLE "D"

D 4" SHELL NOZZLE (DRAIN)18-1 1 1'-7 0'-8 1/2

FOREMAN TO VERIFY REFERENCE POINT GIVEN BY TRIGON REPRESENTATIVE

.17

REFERENCE POINT

SEE NOTE 1

MKBADDED REF. POINT AND NOTEC2 14AUG9614AUG96 DRC

NOTE 1

O R

FIRST RING LAYOUT

ROLL RADIUS

CHORD

MID-ORDINATECHORDMEAN RADIUSMARKQTY

MEAN

TERSHL01 10APR95

5 5/8" CROWN

8 2-1 56'-3" 38'-5 3/4" 3'-4 11/16"

1 2-A1 56'-3" 11'-11 3/4" 3 13/16"

1 2-B1 56'-3" 27'-0" 1'-7 3/4"

DETAIL 2

1 7/8"

1/8

93-4

93-2

1/8 MAN

1/16 AUTO

93-8

1/8

93-3

93-1

93-3

93-1

54-62

93-18

55-8

1/4

93-8 I.S.

93-2 O.S.

3/16

72-51

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MKB 24MAY96

A307E2A

SHELL ELEVATION

N/A

ROOF PLATE

HOLD RIM ANGLE FLUSH INSIDE

INSIDE SHELL

3/4" MAX.

L 3 X 3 X 3/8 (2-7)

DETAIL 2

3/4

(9) PLATES (2-6)

1/4" A36

(9) PLATES (2-5)

5/16" A36

(9) PLATES (2-4)

3/8" A36

(9) PLATES (2-3)

.435" A516-70

(TYP)

(9) PLATES (2-2)

.553" A516-70

13'-1 1/16"

RING LAYOUT

SEE FIRST

OUTSIDE CIRCUMFERENCE RING 1 DETAIL 1

SHELL ELEVATION

.693"

A516-70

353'-7 5/16"

112'-6" MEAN DIAMETER

112'-10 1/2" BOTTOM DIAMETER

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

ASPHALT IMPREGUATED

DETAIL 1

PDM REFERENCE ELEVATION

BTM PL

INSIDE SHELL

93-4

93-2

29MAY96DRC

FIBER BOARD (1-18)

A1 REV NOTE PER CUSTOMER APROVAL MKB 16JUL96 SAR 16JUL96

(1-3)(1-3) (1-1)(1-1) (1-2) (1-1)

(1-4)(1-5) (1-1)(1-1) (1-2) (1-1)

(1-4) (1-5)(1-1)(1-1)(1-2)(1-1)

(1-6/R)(1-6/L) (1-1)(1-1) (1-2) (1-1)

(1-6/R) (1-6/L)(1-1)(1-1)(1-2)(1-1)

(1-7)(1-8) (1-1)(1-1) (1-1)

(1-7) (1-8)(1-1)(1-1)(1-1)

(1-9/R)(1-9/L) (1-1)(1-1) (1-1)

(1-9/R) (1-9/L)(1-1)(1-1)(1-1)

(1-10)(1-11) (1-1)(1-2) (1-1)

(1-10) (1-11)(1-1)(1-2)(1-1)

(1-12/R)(1-12/L) (1-1)(1-2) (1-1)

(1-12/R) (1-12/L)(1-1)(1-2)(1-1)

(1-13/R)(1-13/L) (1-1)(1-1)

(1-13/R) (1-13/L)(1-1)(1-1)

(1-14/R)(1-14/L) (1-1)(1-2)

(1-14/R) (1-14/L)(1-1)(1-2)

2'-10 3/4 52'-2 7/8

22'-4 1/8 7'-5 3/8 22'-4 1/8

52'-2 7/8

8'-9 1/2

50'-10 7/8 21'-0 1/8

8'-9 3/8

23'-8 1/8 53'-6 7/8

14'-8 1/4

52'-2 7/8 22'-4 1/8

7'-5 3/8

22'-4 1/8 52'-2 7/8

20'-7

43'-5 1/2 13'-6 3/4

16'-2 3/4

46'-1 1/2

26'-5 3/4

44'-9 1/2 14'-10 3/4

14'-10 3/4

44'-9 1/2

32'-4 1/2

35'-11 1/2 6'-0 3/4

8'-8 3/4

38'-7 1/2

38'-3 1/4

37'-3 1/2 7'-4 3/4

7'-4 3/4

37'-3 1/2

44'-2

29'-10 1/8 5/8" 29'-10 1/8

50'-0 3/4

22'-4 1/8 7'-5 3/8 22'-4 1/8

3 4

LIFT SKETCH

LIFTS SHOULD BE PLACED

AROUND TANK AT POINTS SHOWN

TERRBT01 22AUG95

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

FIELD NOTES:

SEE NOTES

FROM TANK CL TO THIS EDGE

DIMENSIONS SHOWN ARE

1. LAPS MAY BE 1 1/4 INCH NOMINAL OR 1 INCH MINIMUM.

2. PLATES SHINGLE FROM PERIMETER TO CENTER OF TANK.

TYPICAL SEAM

1/4

72-51

SURFACE.

FORM A SMOOTH BEARING

UNDER SHELL AS SHOWN TO

BREAK DOWN BOTTOM PLATES

SHELL PLATE

BOTTOM

PLATE

TYP (3) PLATE LAP

TOP PLATE MIDDLE PLATE

(FIELD CONSTRUCTION OPTION)

CUT OFF CORNER OF TOP PLATE 1/2" X 1/2"

LOWER PLATE

BOTTOM PLATE LAYOUT

1. CUT RADIUS = 56'-5 1/4

2. PLATE IS A36 MATERIAL & 1/4 THICK

3. TOTAL LENGTH OF WELD SEAM IS 2125'-10

4. LAYOUT VIEWED FROM TOP SIDE

E3MKB 15MAY96

N/A

BOTTOM PLATE LAYOUT

A307E3A

93-8

NOTES:

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

29MAY96DRC

(3-3)(3-4) (3-1)(3-1) (3-1) (3-1)

(3-3) (3-4)(3-1)(3-1)(3-1)(3-1)

(3-5/R)(3-5/L) (3-1)(3-1) (3-1) (3-1)

(3-5/R) (3-5/L)(3-1)(3-1)(3-1)(3-1)

(3-6)(3-7) (3-1)(3-1) (3-1) (3-1)

(3-6) (3-7)(3-1)(3-1)(3-1)(3-1)

(3-8/R)(3-8/L) (3-1)(3-1) (3-1) (3-1)

(3-8/R) (3-8/L)(3-1)(3-1)(3-1)(3-1)

(3-9/R)(3-9/L) (3-1)(3-1) (3-2) (3-1)

(3-9/R) (3-9/L)(3-1)(3-1)(3-2)(3-1)

(3-10/R)(3-10/L) (3-1)(3-1) (3-1)

(3-10/R) (3-10/L)(3-1)(3-1)(3-1)

(3-11/R)(3-11/L) (3-1)(3-2) (3-1)

(3-11/R) (3-11/L)(3-1)(3-2)(3-1)

(3-12/R)(3-12/L) (3-1)(3-1)

(3-12/R) (3-12/L)(3-1)(3-1)

(3-13/R)(3-13/L) (3-1)

(3-13/R) (3-13/L)(3-1)

5/8"

5'-10 1/8

48'-7 5/8 23'-8 7/8

1'-0 5/8

25'-11 3/8 50'-10 1/8

11'-8 7/8

49'-8 7/8 24'-10 1/8

5/8"

24'-10 1/8 49'-8 7/8

17'-7 5/8

48'-7 5/8 23'-8 7/8

1'-0 5/8

25'-11 3/8 50'-10 1/8

23'-6 3/8

49'-8 7/8 24'-10 1/8

5/8"

24'-10 1/8 49'-8 7/8

29'-5 1/8

43'-5 7/8 18'-7 1/8

6'-2 3/8

18'-7 1/8 43'-5 7/8

35'-3 7/8

37'-3 1/2 12'-4 3/4

12'-4 3/4

37'-3 1/2

41'-2 5/8

31'-0 1/2 6'-1 3/4

6'-1 3/4 31'-0 1/2

47'-1 3/8

24'-10 1/8 5/8" 24'-10 1/8

53'-0 1/8

12'-4 3/4 12'-4 3/4

LIFT SKETCH

LIFTS SHOULD BE PLACED

AROUND TANK AT POINTS SHOWN

TERRBT01 22AUG95

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

FIELD NOTES:

SEE NOTES

FROM TANK CL TO THIS EDGE

DIMENSIONS SHOWN ARE

1. LAPS MAY BE 1 1/4 INCH NOMINAL OR 1 INCH MINIMUM.

2. PLATES SHINGLE FROM PERIMETER TO CENTER OF TANK.

TYPICAL SEAM

3/16

72-51

ROOF PLATE LAYOUT

1. CUT RADIUS = 56'-5

2. PLATE IS A36 MATERIAL & 3/16 THICK

3. TOTAL LENGTH OF WELD SEAM IS 2162'-4

4. LAYOUT VIEWED FROM TOP SIDE

E4MKB 15MAY96

N/A

ROOF PLATE LAYOUT

A307E4A

93-8

NOTES:

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

1. ARROWS PAINTED ON RAFTERS AND GIRDERS POINT

TOWARD THE TANK CENTER

BETWEEN COLUMNS

CL TO CL CHORD

RADIUS

HORIZONTAL

ROW

COLUMN

ROOF STRUCTURE PLAN

TERBRF01 29MAR96

:NOTE

RAFTER LOCATION LETTER

CLIP C

(GIRDER CLIP LETTER)

A B C D

TYPICAL RAFTER TO GIRDER

TYP

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

CENTER COLUMN (4-1)

1 33'-0 28'-7 5/8

B B

SEE DRAWING E6

COLUMNS (4-4) &

GIRDERS (5-1)

(WB5-1)

RAFTERS (6-1)

6'-3 11/16

CHORD ON INSIDE OF SHELL

RAFTERS (6-2)

C C

SEE DRAWING E6

TYP EACH

RAFTER

(14) RAFTER BRACES (CF208)

BAR 2 X 1/4 X 10'-0 ON A

14'-11 APPROXIMATE RADIUS

(28) RAFTER BRACES (CF208)

BAR 2 X 1/4 X 10'-0 ON A

43'-0 APPROXIMATE RADIUS

(56) FALSE RAFTERS (CK160)

L 1 1/2 X 1 1/2 X 3/16

(IF REQUIRED BY CONSTRUCTION)

PLAN VIEW

N/A

A307E5A

MKB 24MAY96

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

29MAY96DRC

A A

TYPICAL GIRDER TO COLUMN CONNECTION

COLUMNS

GIRDER

(CF201)

SECTION A-A

TYP

GIRDER

COLUMN CAP PLATE

OPPOSITE TANK CENTER

CLIPPED CORNER INDICATES DIRECTION

ROOF STRUCTURE ELEVATION

TERBRF02 10APR96

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

IF SPLICED

SECTION B-B

FROM DRAWING E5

(WB5-1)

(28) RAFTERS (6-1)

COLUMN (4-1)

A A A A

WEAR PLATE (4-2) WEAR PLATE (4-3)

IF SPLICED

SECTION C-C

FROM DRAWING E5

(WB5-1)

(56) RAFTERS (6-2)

(7) GIRDERS (5-1)

(7) COLUMNS (4-4)

A A

WEAR PLATE (4-3)

WEAR PLATE (4-2)

WEAR PLATE (4-3)

TYPICAL RAFTER CLIP TO SHELL

(56) RAFTER CLIPS (CF212)

N/A

A307E6A

3/16

(7) COLUMN (4-4)

SECTION A-A

DO NOT WELD COLUMN BASE TO WEAR PLATE

1/2"

TYP

T Y

1. CENTER WEAR PLATE ON COLUMN BASE PLATE

(CF100)

NOTE

MKB 24MAY96

72-51

54-62

TYP

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

30MAY96DRC

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

LOWER DIFFUSER PLAN

N/A

LOWER DIFFUSER PLAN

0 DEG

90 DEG

180 DEG

270 DEG

TYP FLANGED CONNECTION

(SEE CHART)

(SEE NOTE 3)

SUPPLIED BY PIPING SUB-CONTRACTOR

BOLTS

(SEE NOTE 2)

SUPPLIED BY PIPING SUB-CONTRACTOR

GASKET

LOWER DIFFUSER ELEVATION

TANK CENTERLINEINSIDE SHELL

NOTES:

PIPE SUPPORT "TYPE 1" PIPE SUPPORT "TYPE 2"

PIPE SUPPORT

(WB8-2)

(8) LOCATIONS TYP

& (2) FLAT WASHERS

W/(4) HVY HEX S.S. NUTS

3/4" DIA x 16" U-BOLT S.S.

TANK BOTTOM

PIPE SUPPORT

(6 LOCATIONS) (24 LOCATIONS)

T Y

TYP

OUTSIDE SHELL

T Y P A1

A3 R/L

1. SEE DWG E9 FOR LOWER DIFFUSER PIPE SUPPORT LOCATIONS.

(WB8-4)

(4) LOCATIONS TYP

& (2) FLAT WASHERS

W/(4) HVY HEX S.S. NUTS

3/4" DIA X 24" U-BOLT S.S.

A4,A5 & A6 - (SEE PLAN)

2. GASKET MATERIAL =1/8" THICK C.I. RUBBER W/150# DRILLING PATTERN.

8' -0 /4

TYP FLANGED CONNECTION

3. ALL BOLTS, WASHERS & NUTS TO BE A307-B CAD PLATED.

A3/R

T Y

TANK BOTTOM

T Y

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

MKB 13JUN96

A307E7A

A3/L

(SUPPLIER TO DETERMINE BOLT LENGTHS FOR VARIOUS SIZE FLANGES)

FLANGED CONNECTION CHART

FLANGE

SIZE

NO.

LOCATIONS

BOLT

DIAMETER

24"

18"

16"

14"

1 1/4"

1 1/8"

1"8

A2A1

4. SLOTS IN "A5" & "A6" PIPING SHALL FACE THE TANK BOTTOM.

(WB8-3)

(2) LOCATIONS TYP

& (2) FLAT WASHERS

W/(4) HVY HEX S.S. NUTS

3/4" DIA X 18" U-BOLT S.S.

(WB8-1)

(16) LOCATIONS TYP

& (2) FLAT WASHERS

W/(4) HVY HEX S.S. NUTS

3/4" DIA x 14" U-BOLT S.S.

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

UPPER DIFFUSER PLAN

N/A

UPPER DIFFUSER PLAN UPPER DIFFUSER ELEVATION

TANK CENTERLINE

INSIDE SHELL

B5 R/L

TANK BOTTOM

F R

T T

A T

B O

T T

A T

F R

B6,B7 & B8 - (SEE PLAN)

TYP FLANGED CONNECTION

T Y P

180 DEG

T Y P

270 DEG

16'-0 1/2

8' -0 /4

TYP

0 DEG

OUTSIDE SHELL

90 DEG

TYP

32'-1

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

MKB 13JUN96

A307E8A

4. SLOTS IN "B7" & "B8" PIPING SHALL FACE THE TANK ROOF.

(SUPPLIER TO DETERMINE BOLT LENGTHS FOR VARIOUS SIZE FLANGES)

3. ALL BOLTS, WASHERS & NUTS TO BE A307-B CAD PLATED.

2. GASKET MATERIAL =1/8" THICK C.I. RUBBER W/150# DRILLING PATTERN.

1. SEE DWG E10AB FOR UPPER DIFFUSER PIPE SUPPORT LOCATIONS.

NOTE

(SEE NOTE 2)

SUPPLIED BY PIPING SUB-CONTRACTOR

GASKET

TYP FLANGED CONNECTION

(SEE CHART)

SIZE

FLANGE

FLANGED CONNECTION CHART

(SEE NOTE 3)

SUPPLIED BY PIPING SUB-CONTRACTOR

BOLTS

LOCATIONS

24"

14"

16"

18"

NO.

1 1/4"

1 1/8"

DIAMETER

BOLT

B5/R

B5/L

SAR 25JUN96

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

E8B

UPPER DIFFUSER PLAN

N/A

SHELL PIPE SUPPORT

(3 LOCATIONS TYP)

SHELL

INSIDE

(WB8-4)

& (2) FLAT WASHERS

W/(4) HVY HEX S.S. NUTS

3/4" DIA x 24" U-BOLT S.S.

(17 LOCATIONS)

RAFTER PIPE SUPPORT

PIPE SUPPORT

PIPING

DIFFUSER

ROOF PLATE

& LOCATIONS

ROD LENGTHS

SEE DWG E10 FOR

LENGTH VARIES

& (4) FLAT WASHERS

W/(4) HVY HEX NUTS

BOTH ENDS

THREADED 9"

A276-304 SS

3/4" DIA ROD

V A

R I E

RAFTER

(WB9-4)

(16) LOCATIONS TYP

GRINNELL FIG #260 S.S.

CLEVIS HANGER

14" ADJUSTABLE

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

MKB 13JUN96

(WB9-10)

(1) LOCATIONS TYP

GRINNELL FIG #260 S.S.

CLEVIS HANGER

24" ADJUSTABLE

& LOCATIONS

ROD LENGTHS

SEE DWG E10 FOR

LENGTH VARIES

& (4) FLAT WASHERS

W/(4) HVY HEX NUTS

BOTH ENDS

THREADED 9"

A276-304 SS

3/4" DIA ROD

(5 LOCATIONS)

GIRDER PIPE SUPPORT

PIPE SUPPORT LUG

(WB9-15)

PAINTED

GRINNELL FIG #299

CLEVIS FOR 3/4" DIA ROD

(WB9-1)

W/HVY HEX NUT

BOLT 3/4" DIA x 2 1/2"

(WB9-6)

(4) LOCATIONS TYP

GRINNELL FIG #260 S.S.

CLEVIS HANGER

16" ADJUSTABLE

(WB9-10)

(1) LOCATIONS TYP

GRINNELL FIG #260 S.S.

CLEVIS HANGER

24" ADJUSTABLE

RAFTER

GIRDER

(8 LOCATIONS)

JACK RAFTER PIPE SUPPORT

(WB9-10)

(2) LOCATIONS TYP

GRINNELL FIG #260 S.S.

CLEVIS HANGER

24" ADJUSTABLE

(WB9-8)

(2) LOCATIONS TYP

GRINNELL FIG #260 S.S.

CLEVIS HANGER

18" ADJUSTABLE

& LOCATIONS

ROD LENGTHS

SEE DWG E10 FOR

LENGTH VARIES

& (4) FLAT WASHERS

W/(4) HVY HEX NUTS

BOTH ENDS

THREADED 9"

A276-304 SS

3/4" DIA ROD

JACK RAFTERRAFTER RAFTER

V A

R I E

(WB9-6)

(4) LOCATIONS TYP

GRINNELL FIG #260 S.S.

CLEVIS HANGER

16" ADJUSTABLE

A307E8B

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

LOWER DIFFUSER SUPPORT PLAN

N/A

LOWER DIFFUSER SUPPORT PLAN

0 DEG

90 DEG

180 DEG

270 DEG

PIPE SUPPORT "TYPE 1"

PIPE SUPPORT "TYPE 2"

TANK BOTTOM

(16-6), (16-7) OR (16-8)

PIPE SUPPORT

(6 LOCATIONS TYP)

(24 LOCATIONS TYP)

T Y P

8' -0 /4

TYP

8' -1

TYP

DIFFUSER PIPING

3/16 72-51

(16-1), (16-2), (16-3), (16-4) OR (16-5)

PIPE SUPPORT

V A

R I E

TANK BOTTOM

V A

R I E

3/16 72-51

TYP

(16-8)

(16-7)

T Y

T Y P

LOCATION DETAIL

ALL PIPE SUPPORTS

TO BE PERPENDICULAR

TO DIFFUSER CENTERLINE

DIFFUSER PIPE

CENTERLINE

SLOTS FOR U-BOLT

CENTER BETWEEN

DIMENSION

D I

M E

N S I O

PIPE SUPPORT

(16-6)

(16-8)

CENTERLINE

DIFFUSER PIPING

T Y P

A307E9A

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

14JUN96MKB

(16-1)

(16-3)

(16-4)

(16-5)

(16-2)

(16-6)

(16-7)

(16-8)

SAR 25JUN96

TYP

54-62

TYP

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MKB 16JUL96

A330E10A

E10AB

UPPER DIFFUSER SUPPORT PLAN

N/A

0 DEG

270 DEG

180 DEG

UPPER DIFFUSER SUPPORT PLAN

90 DEG

(6-5)

(6-6)

(6-4)

(6-5)

(6-4)

TYPICAL

DIFFUSER PIPING

TYPICAL

GIRDER CENTERLINE

TYPICAL

RAFTER CENTERLINE

STRADDLE CENTERLINE OF 24" NOZZLE.

(3) SHELL PIPE SUPPORTS (6-10)

TYPICAL

GIRDER

JACK RAFTER OR

HOLE IN RAFTER,

(SEE CHART)

SUPPORT LOCATION #

PIPING "B1"

UPPER DIFFUSER

(SEE NOTE 4)

FIELD TRIM AS REQUIRED.

PIPE SUPPORT

(16-11)

1/4 72-51

54-62

(16-9)

(WB9-17)

GASKET

SUPPORT "TYPE 6" 1

NOTE

1. SEE DWG 6 FOR HOLE LOCATIONS ON RAFTERS & JACK RAFTERS.

2. SEE DWG E10B FOR ADDITIONAL SUPPORT TYPES.

3. SEE DWG E10B FOR LOCATIONS OF HOLES IN GIRDERS.

4. SUPPORT (LOCATION 1) MUST BE SNUG TIGHT BETWEEN

PIPE & FLOOR PRIOR TO FILLING TANK.

UPPER DIFFUSER SUPPORT INFORMATION CHART

LOCATION #

QTY

SUPPORT

TYPE

SUPPORT

DIMENSION

2'-0 13/16

3'-3 9/16

2'-0 13/16

4'-8 13/16

4'-8 5/16

8'-11 13/16

12'-0 13/16

11'-5 7/16

9'-11 1/8

DIMENSION

18'-0

8'-1 1/2

15'-6 3/4

14'-10 3/4

8'-1 1/2

LENGTH

ROD

11'-3 1/2

1'-5

2'-9 1/4

1'-5

4'-1

4'-0 1/2

7'-10 3/4

11'-0

10'-4 1/4

8'-10 1/4

SHIPMARK

ROD

WB10-9

WB11-1

WB11-3

WB11-1

WB10-13

WB10-11

WB10-3

WB10-7

WB10-5

WB10-1

SIZE

PIPE HANGER HANGER

SHIPMARK

18"

16"

14"

16"

24"

WB9-8

WB9-6

WB9-4

WB9-6

WB9-10

SAR 13JUL96

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE

56121

AWWA

N/A

12'-0 13/16

(6-3)

(6-4)

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

E10B

UPPER DIFFUSER PLAN

N/A

SHELL PIPE SUPPORT

(3 LOCATIONS TYP)

INSIDE SHELL

(WB8-4)

& (2) FLAT WASHERS

W/(4) HVY HEX S.S. NUTS

3/4" DIA x 24" U-BOLT S.S.

(16 LOCATIONS)

PIPE SUPPORT "TYPE 3"

PIPING

DIFFUSER

ROOF PLATE

AND SHIPMARK

FOR LENGTH

ON DWG E10A

ROD - SEE CHART

D I

M E

N S I

RAFTER

DWG E10A FOR SIZE AND SHIPMARK

PIPE HANGER - SEE CHART ON

MKB 18JUN96

(8 LOCATIONS)

PIPE SUPPORT "TYPE 5"

HANGER LOCATIONS.

FOR INDIVIDUAL

FOR ROD LENGTHS

SEE CHART ON DWG E10A

ROD LENGTHS VARY

RAFTER RAFTER

SAR 13JUL96

A307E10B

STD WASHERS

A R

WASHERS

OVERSIZED

DIFFUSER PIPING

(6-3), (6-4), (6-5), (6-6)

JACK RAFTER

STD WASHERS

3/16

TYP

55-8

DIFFUSER PIPING

DWG E10A FOR SIZE AND SHIPMARK

PIPE HANGER - SEE CHART ON

WASHERS

OVERSIZED

4 5A 5B 6 7

D I

M E

N S I

A R

(16-10)

PIPE SUPORT

3/16

TYP

93-4

93-2

93-18

54-62

RINGS 2 & 3

RING 4

TOP OF BOTTOM PLATE

ELEVATIONS GAUGED FROM

(8 LOCATIONS)

JACK RAFTER LOCATIONS

DWG E10A FOR SIZE AND SHIPMARK

PIPE HANGER - SEE CHART ON

PIPE SUPPORT "TYPE 3"

(1 LOCATIONS)

WASHERS

OVERSIZED

DIFFUSER PIPING

RAFTER

AND SHIPMARK

FOR LENGTH

ON DWG E10A

ROD - SEE CHART

STD WASHERS

D I

M E

N S I

A R

DWG E10A FOR SIZE AND SHIPMARK

PIPE HANGER - SEE CHART ON

DIFFUSER PIPING

D I

M E

N S I

A R

HANGER LOCATIONS.

FOR INDIVIDUAL

FOR ROD LENGTHS

SEE CHART ON DWG E10A

ROD LENGTHS VARY

WASHERS

OVERSIZED

TYPICAL

COLUMN

INTERMEDIATE

(5 LOCATIONS TYP)

PIPE SUPPORT "TYPE 4" 3 8 9 10 11

(VIEW IS FROM OUTSIDE LOOKING IN TOWARDS CENTER OF TANK)

TYPICAL.

THIS SIDE ONLY

FIELD DRILL (NOT FLAME CUT)

SECTION B-B

GAGE

1 3/4"

GIRDER

WASHERS

STD

GIRDER

12'-5 1/16

5'-6 1/4

9'-0 7/16

1'-9 5/16

12'-5 1/16

COLUMN CAP PLATE

TANK CENTERLINE

RAFTER

CENTER COLUMN

DIMENSION B

MEASURED ON WEB OF RAFTER

TANK CENTER.

POINT TOWARDS THE

BOTTOM OF JACK RAFTERS

ARROWS PAINTED ON THE

FOR DIMENSION B

SEE CHART ON DWG E10A

(6-3), (6-4), (6-5), (6-6)

CENTERLINE JACK RAFTER

SECTION C-C

RAFTER

TYPICAL.

THIS SIDE ONLY

FIELD DRILL (NOT FLAME CUT)

1 1/8"

GAGE

11'-11 1/2 C

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE

56121

AWWA

N/A

3/16

TYP

55-8

CENTER OF TANK.

POINTS TOWARD

ON JACK RAFTERS

ARROW PAINTED

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MKB 16JUL96

A330E10A

E10

UPPER DIFFUSER SUPPORT PLAN

N/A

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

0 DEG

270 DEG

180 DEG

UPPER DIFFUSER SUPPORT PLAN

90 DEG

(6-5)

(6-6)

(6-4)

(6-5)

(6-4)

TYPICAL

DIFFUSER PIPING

TYPICAL

GIRDER CENTERLINE

TYPICAL

RAFTER CENTERLINE

STRADDLE CENTERLINE OF 24" NOZZLE.

(3) SHELL PIPE SUPPORTS (6-10)

TYPICAL

GIRDER

JACK RAFTER OR

HOLE IN RAFTER,

(SEE CHART)

SUPPORT LOCATION #

2'-8 7/8

5'-4 3/4

SEE DWG 5 FOR HOLE LOCATIONS ON RAFTERS.

5'-0 1/2

2'-7 3/4

2'-4 1/2

WB4-8

WB4-10

WB4-63'-0

3'-4 1/16

6'-0 1/4

DIMENSION R

PIPE HANGER INFORMATION CHART

HOLE LOCATION

2'-11 3/4

5'-8

ROD LENGTH

WB4-4

WB4-2

SHIP MARKQTY

TERFN101 27AUG92

SECTION B-B

FOUNDATION PLAN

A A

COMPACTED SOIL

4" MIN. SAND CUSHION

SECTION A-A

GRADE

STEEL QUANTITIES: (GRADE 60)

11200 LBS

CONCRETE QUANTITIES: (fc'= 3000 psi)

58 CU YDS

SAND QUANTITIES:

177 CU YDS

SPECS., AND SOIL REPORTS.

11. ALL EXCAVATION, BACKFILL, AND COMPACTION PER ENGINEER'S PLANS,

AND INSTALLED BY: PDM SUB-CONTRACTOR

10. THE CONCRETE RINGWALL AND REINFORCING STEEL IS TO BE FURNISHED

PROVIDED TO THE PURCHASER AND PITT-DES MOINES,INC..

ACCORDANCE WITH ACI 318, SECTION 5.6. THE TEST RESULTS SHALL BE

A MINIMUM STRENGTH AT 28 DAYS OF 3000 PSI. TESTING SHALL BE IN

FOR EACH DAY THAT CONCRETE IS POURED. THE CONCRETE SHALL DEVELOP

CUBIC YARDS OF CONCRETE POURED WITH A MINIMUM OF THREE CYLINDERS

WITH ACI 318. THREE TEST CYLINDERS SHALL BE TAKEN FOR EACH 150

THE MIXING AND PLACEMENT OF THE CONCRETE SHALL BE IN ACCORDANCE

9. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301.

BY THE CONCRETE REINFORCING STEEL INSTITUTE, LATEST EDITION.

IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICES" AS PUBLISHED

NOT COVERED IN THESE NOTES OR IN THE STRUCTURAL DRAWINGS SHALL BE

WITH ASTM SPECS. ANY REQUIREMENT OF THE CONCRETE REINFORCEMENT

ISSUE. THE REINFORCING STEEL SHALL BE DEFORMED IN ACCORDANCE

SHALL BE GRADE 60 AS DEFINED IN ASTM A615 INCLUDING S1, LATEST

8. ALL REINFORCING STEEL, UNLESS NOTED ON THE STRUCTURAL DRAWINGS,

MATERIAL MUST BE PLACED ACCORDING TO SOILS REPORT.

MATERIAL, DEBRIS, ETC.) MUST BE REMOVED AND THE REPLACEMENT

7. ANY UNSUITABLE MATERIAL (I.E. TOP SOIL, VEGETATION, LOOSE

LISTED IN THE SOILS REPORT.

CONDITIONS ARE DIFFERENT (NEARBY EXCAVATIONS ETC.) THAN THOSE

6. CONTACT THE SOILS CONSULTANT OR PITT-DES MOINES,INC. IF SITE

IN ORDER TO PROVIDE THE 3" MINIMUM COVER.

CONCRETE CAST AGAINST EARTH, SHALL HAVE THE FACES EXTENDED 1"

5. SIDE COVER VALUE (2") IS BASED ON USING FORMS. RINGWALLS WITH

DEPTH OF 6" BELOW THE SPECIFIED OUTER GRADE ELEVATION.

4. THE OUTER WALL OF THE FOUNDATION SHALL BE SMOOTH TO A MINIMUM

3. GRADE INSIDE THE RINGWALL SHALL BE SMOOTH WITH NO AREA VARYING

ANY 30'-0 CIRCUMFERENTIAL SPAN. NO POINT ON THE CIRCUMFERENCE

THE OUTSIDE RADIUS SHALL BE CORRECT WITHIN +1", -0"

1. THE INSIDE RADIUS SHALL BE CORRECT WITHIN -1", +0"

FOUNDATION NOTES:

212.9

1232.1

341.6

117550

3395440

FOUNDATION LOADS

PRESS. AT O.S.

P.S.F.

SHELL DISTRIBUTED LOADS

LL=+ LBS/FT

DL=+ LBS/FT

TOTAL SHEARS (T.O.C.)

WL= LBS

EQ= LBS

TOTAL MOMENTS (T.O.C.)

WL= FT.LBS

EQ= FT.LBS

(2) #7 TOP BARS

CONT. LAP & STAGGER = 4'-1

(8) #7 SIDE BARS (4 PER SIDE)

CONT. LAP & STAGGER = 4'-1

(472) #4 VERTICAL BARS

(236) PER SIDE

(2) #8 BOTTOM BARS

CONT. LAP & STAGGER = 3'-9

1'-3

2" 2"

C L

E A

1" X 1"

CHAMFER

56'-10 1/2 RADIUS

55'-7 1/2 RADIUS

GRADE

C R

O W

C L

E A

EQUALLY SPACED

12. PER SOIL REPORTS, SOIL BEARING = 3400 PSF INCLUDING WIND.

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

FOUNDATION

N/A

4" MIN. SAND CUSHION

A307F1A

MKB 22MAY96

EQUALLY SPACED

CLEAR CLEAR

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

29MAY96DRC

A2 REV NOTE 7 & ADDED SLOPE TO FOUNDATION MKB 16JUL96 SAR 16JUL96

" B1

B1 REV SLOPE ON TOP OF FOUNDATION MKB 17JUL96 DRC 17JUL96

PER GARY ZIKA

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MKB 16JUL96

A330E10A

E10

UPPER DIFFUSER SUPPORT PLAN

N/A

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

0 DEG

270 DEG

180 DEG

UPPER DIFFUSER SUPPORT PLAN

90 DEG

(6-5)

(6-6)

(6-4)

(6-5)

(6-4)

TYPICAL

DIFFUSER PIPING

TYPICAL

GIRDER CENTERLINE

TYPICAL

RAFTER CENTERLINE

STRADDLE CENTERLINE OF 24" NOZZLE.

(3) SHELL PIPE SUPPORTS (6-10)

TYPICAL

GIRDER

JACK RAFTER OR

HOLE IN RAFTER,

(SEE CHART)

SUPPORT LOCATION #

PIPING "B1"

UPPER DIFFUSER

(SEE NOTE 4)

FIELD TRIM AS REQUIRED.

PIPE SUPPORT

(16-11)

1/4 72-51

54-62

(16-9)

9WB9-17)

GASKET

SUPPORT "TYPE 6" 1

NOTE

1. SEE DWG 6 FOR HOLE LOCATIONS ON RAFTERS & JACK RAFTERS.

2. SEE DWG E10B FOR ADITIONAL SUPPORT TYPES.

3. SEE DWG E10B FOR LOCATIONS OF HOLES IN GIRDERS.

4. SUPPORT (LOCATION 1) MUST BE SNUG TIGHT BETWEEN

PIPE & FLOOR PRIOR TO FILLING TANK.

41 1-1 PL 1/4 x 72 30'-0 RECT

11 1-2 PL 1/4 x 72 15'-0 RECT

4'-1 7/16

4'-2 3/8

(1-3)

1-32 PL 1/4 x 72 4'-2 3/8 510 255

2'-1 15/16

2'-9 1/2

2'-6 11/16

(1-4)

1-42 PL 1/4 x 72 2'-9 1/2 310 155

5'-5 1/2

4'-9 15/16

5'-2 11/16

(1-5)

1-52 PL 1/4 x 72 5'-5 1/2 636 318

2'-2 11/16

3'-6 1/8

2'-11 7/16

(1-6 R/L)

1-6R/L4 PL 1/4 x 72 3'-6 1/8 716 179

6'-4 5/8

8'-4 7/16

7'-5 5/8

(1-7)

1-72 PL 1/4 x 72 8'-4 7/16 912 456

11'-0 7/16

9'-0 5/8

10'-1 5/8

(1-8)

1-82 PL 1/4 x 72 11'-0 7/16 1238 619

4'-11 15/16

7'-9 1/8

6'-5 13/16

(1-9 R/L)

1-9R/L4 PL 1/4 x 72 7'-9 1/8 1580 395

7'-6 3/8

11'-2 9/16

9'-6

(1-10)

1-102 PL 1/4 x 72 11'-2 9/16 1158 579

13'-10 9/16

10'-2 3/8

12'-2

(1-11)

1-112 PL 1/4 x 72 13'-10 9/16 1486 743

4'-1 1/8

8'-11 1/4

6'-8 3/16

(1-12 R/L)

1-12R/L4 PL 1/4 x 72 8'-11 1/4 1624 406

5'-1 15/16

11'-7 5/8

8'-7 13/16

(1-13 R/L)

1-13R/L4 PL 1/4 x 72 11'-7 5/8 2100 525

3'-6 1/8

12'-9 1/2

8'-7 3/4

(1-14 R/L)

1-14R/L4 PL 1/4 x 72 12'-9 1/2 2080 520

6'-3 9/16

6'-4 1/2

(1-15)

1-152 PL 1/4 x 72 6'-4 1/2 778 389

6'-3 5/8

5'-8 1/16

6'-0 13/16

(1-16 R/L)

1-16R/L4 PL 1/4 x 72 6'-3 5/8 1480 370

17'-3 3/16

10'-5 3/16

(1-17 R/L)

1-17R/L4 PL 1/4 x 68 1/4 17'-3 3/16 2368 592

19720

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

BOTTOM PLATE

1. CUT RADIUS = 56'-5 1/4

2. PLATES VIEWED FROM TOP SIDE UNLESS NOTED

3. LEFT HAND PIECES ARE NOT SHOWN IN CUTTING

SKETCHES. TO CUT LEFT HAND PIECES, MIRROR

RIGHT HAND CUT.

1AB

N/A

BOTTOM PLATES

A307D1A

MKB 15MAY96

NOTES:

N1 = SHIP DIRECT TO SITE

9 PC 1" x 48" x 10'-0

CHORD = 9'-10 1/16

CHORD = 9'-8 3/8

7/8"

MO = 2 9/16"

(1-18)

36 FIBER BOARD

9'-10 1/16 WB5 13

744 211-18

PC 1 X 12 5/16

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

A36

(1-18)

29MAY96DRC

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

601-1

601-2

STK

610-1

(1-10)

(1-11)

2 PL 1/4 x 72 x 30'-0

(1-13/R)

2 PL 1/4 x 72 x 30'-0

(1-14/R)

2 PL 1/4 x 72 x 30'-0

(1-17/R)

2 PL 1/4 x 72 x 30'-0

LIFT 1

1-5

1-6/L

1-8

1-9/L

1-11

1-12/L

1-13/L

1-14/L

1-17/L

1-16/L

1-15

1-16/R

LIFT 2

1-17/R

1-14/R

1-13/R

1-12/R

1-10

1-9/R

1-7

1-6/R

1-4

1-3

1-5

1-6/L

LIFT 3

1-8

1-9/L

1-11

1-12/L

1-13/L

1-14/L

1-17/L

1-16/L

1-15

1-16/R

LIFT 4

1-17/R

1-14/R

1-13/R

1-12/R

1-10

1-9/R

1-7

1-6/R

1-4

1-3

LIFT SCHEDULE

SHOP TO LABEL AND SHIP SKETCH

PLATES IN LIFTS PER SCHEDULE

* INDICATES LONGEST PLATE IN LIFT

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

1. CUT RADIUS = 56'-5 1/4

2. PLATES VIEWED FROM TOP SIDE UNLESS NOTED

3. LEFT HAND PIECES ARE NOT SHOWN IN CUTTING

SKETCHES. TO CUT LEFT HAND PIECES, MIRROR

RIGHT HAND CUT.

1BMKB 15MAY96

N/A

BOTTOM PLATES

A307D1B

(1-15)

(1-6/R)

(1-5)

(1-4)(1-3)

2 PL 1/4 x 72 x 30'-0

(1-12/R)

(1-9/R)

2 PL 1/4 x 72 x 30'-0

(1-16/R)

(1-8)

(1-7)

NOTES:

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

* * SHOP PUNCH MARK FULL

LENGTH SHELL PLATES ON

INSIDE AS SHOWN (EXCLUDING

TOP RING). PAINT LINE ON

PLATES TO SHOW LOCATION

OF PUNCH MARKS.

RADIUS

STRAIGHT EDGE

TOP EDGE

INSIDE OF PL SHOWN

SHELL PLATES

3'-0

SHELL PLATES

TDTSHL01 04MAY95

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

A516-70

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

13'-1 1/16

2-1 56'-3 SQUARESQUARE

OUTSIDE

DETAIL 1

DET1

8 2-1 PL .693 x 119 1/2 39'-3 3/16 88530 11066

2-A1 56'-3 SQUARESQUARE DET1

1 2-A1 PL 3/4" x 119 1/2 12'-0 3660

2-B1 56'-3 SQUARESQUARE DET1

1 2-B1 PL 3/4" x 119 1/2 27'-3 3/16 8316

2-2 56'-3 SQUARE

1/16"

DETAIL 2

DET2 1

OUTSIDE

DETAIL 3

DET3

9 2-2 PL .553 x 119 1/2 39'-3 3/16 79476 8831

2-3 56'-3 SQUAREDET2 DET3

9 2-3 PL .435 x 119 1/2 39'-3 3/16 62517 6946

2-4 56'-3 SQUAREDET2 DET3

9 2-4 PL 3/8 x 119 1/2 39'-3 3/16 A36 53894 5988

2-5 56'-3 SQUARESQUARE SQUARE

9 2-5 PL 5/16 x 95 1/2 39'-3 3/16 A36 35892 3988

2-6 56'-3 SQUARESQUARE SQUARE

9 2-6 PL 1/4 x 95 1/2 39'-3 3/16 A36 28713 3190

(2-7)

RIM ANGLE

18 2-7 L 3 X 3 X 3/8 20'-0 2592 144

56'-3

(2-8) & (2-9)

RADIUS TEMPLATE

1 2-8 1/2 PLYWOOD X 6 3'-0 CDX STK 5

1 2-9 1/2 PLYWOOD X 6 1/4 3'-0 CDX STK 5

363600

& RIM ANGLES

A307D2A

MKB 15MAY96

ENDSBTM

EDGE PREP

ROLL RAD

MEAN

MARK

SHELL PLATE DATA

TOP

56'-2 7/8 ROLL RAD

1/8"

BEVEL

(TYPICAL BOTH ENDS)

N/A

3/16"

1/4" (2-2)

(2-3)

(2-4)

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

600-1

600-2

600-3

600-4

600-5

600-6

600-7

54 3-1 PL 3/16 x 72 25'-0 RECT 62023 1149

4 3-2 PL 3/16 x 72 12'-6 RECT 2297 574

5'-3 1/8

5'-6 7/8

5'-5 15/16

(3-3)

3-32 PL 3/16 x 72 5'-6 7/8 502 251

7'-9 3/8

7'-5 5/8

7'-8 7/16

(3-4)

3-42 PL 3/16 x 72 7'-9 3/8 706 353

5'-5 1/16

6'-4 1/2

5'-11 3/4

(3-5 R/L)

3-5R/L4 PL 3/16 x 72 6'-4 1/2 1092 273

2'-8 9/16

4'-4 1/16

3'-7 3/8

(3-6)

3-62 PL 3/16 x 72 4'-4 1/16 330 165

6'-6 9/16

4'-11 1/16

5'-9 7/8

(3-7)

3-72 PL 3/16 x 72 6'-6 9/16 532 266

1'-5 7/8

3'-10 3/16

2'-9 3/16

(3-8 R/L)

3-8R/L4 PL 3/16 x 72 3'-10 3/16 504 126

4'-6 15/16

7'-9 7/16

6'-3 9/16

(3-9 R/L)

3-9R/L4 PL 3/16 x 72 7'-9 7/16 1152 288

6'-7 3/8

10'-10 1/8

8'-10 1/2

(3-10 R/L)

3-10R/L4 PL 3/16 x 72 10'-10 1/8 1620 405

7'-4 7/16

12'-11 3/8

10'-4 5/16

(3-11 R/L)

3-11R/L4 PL 3/16 x 72 12'-11 3/8 1892 473

6'-0 3/8

13'-8 1/8

10'-2 5/16

(3-12 R/L)

3-12R/L4 PL 3/16 x 72 13'-8 1/8 1852 463

6'-7 7/16

18'-7 5/8

13'-6 3/16

(3-13 R/L)

3-13R/L4 PL 3/16 x 72 18'-7 5/8 2432 608

3'-3 15/16

3'-4 7/8

(3-14)

3-142 PL 3/16 x 72 3'-4 7/8 310 155

16'-4 15/16

3'-10 3/8

(3-15 R/L)

3-15R/L4 PL 3/16 x 40 16'-4 15/16 1052 263

78296

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

ROOF PLATE

1. CUT RADIUS = 56'-5

2. PLATES VIEWED FROM TOP SIDE UNLESS NOTED

3. LEFT HAND PIECES ARE NOT SHOWN IN CUTTING

SKETCHES. TO CUT LEFT HAND PIECES, MIRROR

RIGHT HAND CUT.

3ABMKB 15MAY96

N/A

ROOF PLATES

A307D3A

NOTES:

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

29MAY96DRC

STK

(3-11/R)

2 PL 3/16 x 72 x 25'-0

(3-12/R)

2 PL 3/16 x 72 x 25'-0

(3-13/R)

4 PL 3/16 x 72 x 25'-0

(3-15/R)

LIFT 1

3-4

3-5/L

3-7

3-8/L

3-9/L

3-10/L

3-11/L

3-12/L

3-13/L

3-15/L

3-14

3-15/R

3-13/R

3-12/R

3-11/R

LIFT 2

3-10/R

3-9/R

3-8/R

3-6

3-5/R

3-3

3-4

3-5/L

3-7

3-8/L

3-9/L

3-10/L

3-11/L

3-12/L

3-13/L

LIFT 3

3-15/L

3-14

3-15/R

3-13/R

3-12/R

3-11/R

3-10/R

3-9/R

3-8/R

3-6

3-5/R

3-3

LIFT SCHEDULE

SHOP TO LABEL AND SHIP SKETCH

PLATES IN LIFTS PER SCHEDULE

* INDICATES LONGEST PLATE IN LIFT

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

1. CUT RADIUS = 56'-5

2. PLATES VIEWED FROM TOP SIDE UNLESS NOTED

3. LEFT HAND PIECES ARE NOT SHOWN IN CUTTING

SKETCHES. TO CUT LEFT HAND PIECES, MIRROR

RIGHT HAND CUT.

NOTES:

3BMKB 15MAY96

N/A

ROOF PLATES

A307D3B

(3-8/R)(3-5/R)

(3-5/R)

2 PL 3/16 x 72 x 25'-0

(3-7)

(3-6)

(3-4)

(3-3)

2 PL 3/16 x 72 x 25'-0

(3-10/R)

2 PL 3/16 x 72 x 25'-0

(3-9/R)

(3-8/R)(3-14)

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

COLUMNS

1. SHOP TO CENTER COLUMN PIPE ON

COLUMN BASE PLATES AND CAP PLATES.

TDTBRF01 09APR96

:NOTE

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

SMAW 68-5M

FCAW 76-33R

SAW 82-33B

1 4-1 CENTER COLUMN

1/4

TYP

1" RAD

ITEM D

1 A PL 1 x 33 2'-9 309

1 B 12" NPS x .25 WALL 56'-1 9/16 1874

1 C 12" ROBVON RINGS TYPE C-C-C 2

1 CF190 STD COLUMN CAP CONE 354

CF190

4'-1 DIAMETER BOLT CIRCLE

(4-1)

6" RAD

TYP

1 4-2 WEAR PLATE 142

PL 1/4 x 45 3'-9

(4-2)

7 4-3 WEAR PLATES 664 95

PL 1/4 x 37 3'-1

(4-3)

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

17456

AS NOTED.

E5 & E6

A307D4A

CP IF

SPLICED

3/16

(1/8)

SETS OF 13/16" DIAMETER

HOLES EQUALLY SPACED ON

1/16"

TYP PIPE BEVEL

(IF REQUIRED)

201614111

399STD COLUMN CAPCF1807

912" ROBVON RINGS TYPE C-C-C C7

1277254'-7 15/1612" NPS x .25 WALLF7

9312'-1PL 3/4 x 25D7

INTERMEDIATE COLUMNS4-47

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

A36

A53-B

5 3/4"

CF180

(4-4)

2 X 2 CLIP

1/4

SPLICED

CP IF

3/16

SYMMETRICALC

MKB 24MAY96

CF180

2 12

2 8

WB5 19

WB2 1

2 11

2 13

2 9

WB5 19

WB2 2

03JUNE96DRC

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

603-2

FAB STK

607-11

STK

603-1

STK

FAB STK

607-11

ARE TO BE PAINTED ON GIRDER AT CLIP LOCATION.

2. LETTERS IN BOXES ARE CLIP PIECE MARKS AND

ARROWS POINT TOWARD CENTER OF TANK.

1. PAINT ARROW ON EACH END OF GIRDER.

GIRDERS

TDTBRF02 01APR96

HT X Y ANGLE

RAFTER CLIP SCHEDULE

MARK NO GAGE

2 3/4"

5 1/2"

COLUMN

(REF)

CL HOLES

ALL DIMENSIONS

MEASURED FROM

THIS LINE

SEE NOTE 1

:NOTES

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

SMAW 68-5M

FCAW 76-33R

SAW 82-33B

G E

7 5-1 GIRDERS

7 H W18 X 35 28'-2 1/8 6903

1'-9 5/16

14 A L 3" X 2" X 3/8" 0'-6 41

2" 5 12 1 1/8"

26'-4 7/8

3'-8 1/4

14 F L 3" X 2 1/2" X 3/8" 0'-6 46

2 1/2" 4 3/16 12 1 1/8"

24'-5 15/16

5'-6 1/4

B 14 B L 3" X 3" X 3/8" 0'-6 50

3" 3 7/16 12 1 1/8"

22'-7 7/8

9'-0 7/16

C 14 C L 3 1/2" X 3" X 3/8" 0'-6 55

3 1/2" 2 1/16 12 1 1/8"

19'-1 11/16

10'-8 7/8

14 G L 3 1/2" X 3" X 3/8" 0'-6 55

3 1/2" 1 3/8 12 1 1/8"

17'-5 1/4

12'-5 1/16

D 14 D L 4" X 3" X 3/8" 0'-6 60

4" 11/16 12 1 1/8"

15'-9 1/8

7224 1032

27'-8 5/8

(5-1)

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

E5 & E6

MKB 24MAY96

A307D5A

2 15

2 2

2 3

2 4

2 5

2 6

31MAY96DRC

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

14 CF209 GIRDER CLIP GUSSET 14

ANGLE

TYP

GAGE

CF209

CLIP

RAFTER

RAFTER CLIP

GIRDER CENTERLINE

3/16

H T

CF209

STK

605-2/3

1. PAINT ARROW ON END OF EACH RAFTER AS SHOWN

RAFTERS

TDTBRF03 01APR96

:NOTE

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

RAFTERS

2 1/4"

29'-5 15/16" F

27'-10 15/16" G

6-1 10080 36028 W10 X 12 30'-0

(6-1)

24'-1 13/16" A

25'-4 3/4" B

26'-2 3/16" C

26'-6 3/4" D

6-2 20160 36056 W10 X 12 30'-0

(6-2)

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

30566

AS NOTED

E5, E6 & E10

A307D6A

MKB 24MAY96

2 14

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

31MAY96DRC

TYPICAL

2 1/4"

TYPICAL

GAGE

SECTION A-A

GAGE

1 1/2"

SEE NOTE 1

SECTION B-B

GAGE

1 1/8"

(HOLE FOR DIFFUSER HANGER ROD)

1 1/2"

SEE NOTE 1

SEE NOTE 2

TYPICAL

HOLE IN JACK RAFTER

VIEW C-C

A A

A B

16'-5 3/8

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

2. PAINT ARROW ON BOTTOM OF EACH JACK RAFTER AS SHOWN.

A4 ADDED 6-3 THRU 6-6 & HOLE IN 6-2 MKB 20JUN96 DRC 20JUN96

3'-4 1/8 (6-3)

C C

1'-8 1/16 (6-4)

1'-11 5/16 (6-5)

1'-10 7/16 (6-6)

1" RAD TYP

(6-3), (6-4), (6-5), (6-6)

2 3/4"

TYP1

T Y

HOLE IN THIS SIDE ONLY

JACK RAFTERS

1 W10 X 126-3 4'-5 7/16 4 6 53

273 W10 X 126-4 2'-2 3/4 64 80

2 W10 X 126-5 3'-10 11/16 4 6 93 47

2 W10 X 126-6 3'-8 7/8 4 6 90 45

605-1

DETAIL 1

NOZZLE NECK

INSIDE SHELL

REPAD

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

NOZZLES

N/A

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

SMAW 82-37C

SAW 82-34C

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

93-2

76-33TFCAW

5/8" 5/8"

H O

L E

1/2

(7-2)

1/2

(7-1) A B

AND DWG E8 FOR NOZZLE "B"

SEE DWG E7 FOR NOZZLE "A"

FOR BOTH NOZZLES

INTERNAL DIFFUSER PIPING

2 16PL 3/4 x 381

356REPAD7-21

5086'-1 13/16PL 1/2" X 24 1/4B2

44024" 150# RFSO FLANGEA2

94824" SHELL NOZZLE7-12 474

1/4" NPT

TELLTALE

HOLE

56'-3 3/8

INSIDE ROLL RADIUS

(7-2)

24" 150# RFSO FLANGE

(WB4-2)

1WB4

(OUTSIDE SHOWN)

3/4

DETAIL 1

3/8 (1/4)

1/8

1/4

93-2

93-4

MKB 24MAY96

A307D7A

WB4 3

3 2

1 7-3 6" ROOF NOZZLE 33

1 C 6" 150# RFSO FLANGE 19

1 D 6" NPS X .280 WALL 0'-9 14

HOLE

(7-3)

ROOF

1/4

(7-4)

1/4 72-51

54-62

3/16 72-51

54-62

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

A105

1 7-4 REPAD 10

1 PL 1/4 X 15 OD X 6 3/4 ID 112

A36

INSIDE PLATE B

SECTION A-A

30°

1/4CP

1/4

3'-2 1/4

P L

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

6'-4 1/4

1'-7 1/8

A D

Y P

(REF)

11 5/16"

SAR 06JUN96

... PLOTTED: 06/07/96 15:23:25 ... BY: RPP

STK

604-1

607-1

INSIDE ROLLING RADIUS

(8-2)

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.AS NOTED

(OUTSIDE SHOWN)

56'-3 3/8

1. SHOP TO TEMPORARILY FASTEN COVERS SHUT FOR SHIPPING.

NOTE:

SHELL MANHOLES

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

TELLTALE

1/4" NPT

HOLE

1 PL 3/4 X 45 OD X 25 1/8 ID

REPAD8-1

2 16

93-4

93-2

3/16

(WB3-1)

NAMEPLATE

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

1/8" RADIUS

1/8

3/4

REPAD

3/8 (1/4)

1/4

NECK

MANHOLE

93-4

93-2

(WB5-9)

GASKET(28) BOLTS 3/4" X 2 1/2"

(WB5-2)

M1(CA351)

(8-1)

DETAIL 1

93-4

93-2

93-4

93-2

(8-1)

8-2 REPAD

PL 3/4 X 50 1/2 OD X 31 5/8 ID1

DETAIL 1

(8-2)

(CA353) M2

(WB5-2)

(42) BOLTS 3/4" X 2 1/2" GASKET

(WB5-10)

MKB 24MAY96

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

A307D8A

SAR 07JUN96

... PLOTTED: 06/07/96 15:28:06 ... BY: RPP

TO PLANS AND SPECIFICATIONS

DATE

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

(9-1)

BDCA100 01/04/93

ROOF

CA400

3/16

TYP.

3/16

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

FCAW

SMAW

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

SAW

82-33B

76-33R

68-5M

AS NOTED

2'- 0 ID

1/8

(1/16)

TYP.

CA400

3/16

CA400

TYP. 1/8

CA402

TACK

CA400

CA401

CA402

(9-2)

FLANGE DETAIL

ITEM B

2'-1 1/2 ID

CLIP 1/2" X 1/2" TYP.

ITEM G

1/8

(1/16)

BOTTOM

ROOF HATCH & GROUNDING LUG

OUTSIDE SHELL

1 1/2"

PAINT LTRMATERIAL SPECS

UNLESS NOTED

PLATE

SHAPES

PIPE

FLGS.

FITTINGS

BOLTS

A307-B P1

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

ROOF HATCH CLIPCA4003

2 15/16"

1 15/16"

HOLE

11/16" DIA

COVER A

ROOF HATCH CLIP

PL 1/4 x 3

GROUNDING LUG

MANHOLE HANDLE

9-2

CA402

CA401

0'-6

BAR 2 X 1/4B

BAR 5/8 DIA

BAR 2 X 1/4

PC. 3/0 CHAIN

PL 1/4 X 10

24" HATCH

9-1

6'-8 7/8

0'-11

0'-2 15/16

0'-6

6'-4 3/16

WB2 13 1

FLANGE B

TYP.

1/4"

3/16

2 11

WB2

3 1

17WB5

WB5 3

2 17

72-51

93-2

MKB 24MAY96

A307D9A

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

SAR 07JUN96

... PLOTTED: 06/07/96 15:30:53 ... BY: RPP

STK

FAB STK

STK

602-4

STK

A A

6'-0

SECTION A-A

OVERFLOW & WEIR

AS NOTED

UNLESS OTHERWISE NOTED

FOR THIS DRAWING

SHOP WELD PROCEDURES

SMAW 68-5M

FCAW 76-33R

SAW 82-33B

NO REVISION DESCRIPTION BY DATE CHK DATE

DWG. PREPARED AT FABRICATED AT

DRAWN:

CHECKED:

BY DATE

DRAWING

CONTRACT

ENGINEERS - FABRICATORS - CONTRACTORS

OPEN HOLES

ERECTION REF.

WELD SPECS.

EIS-

B A X

Pitt-Des Moines, Inc.

PITT-DES MOINES, INC.

CERTIFIED FOR CONFORMANCE

TO PLANS AND SPECIFICATIONS

DATE

MATERIAL BILL TOTAL WEIGHT

LI.

NO.

ASS'Y

NO.

PCS.

MARK DESCRIPTION LENGTH

A/B MAT'L

PAGE LI.

MATERIAL

SOURCE

WEIGHT

UNIT

WEIGHT

SHOP ROUTING

CUT FROM/REMARK

54-62

(10-1)

(10-4)

O.S. SHELL

3'-0

3/8 (1/4)

(10-5)

1/4

1/8

1/4

DETAIL 2

DETAIL 1

1/16"

3/16

3/16 55-8

DETAIL 1

I.S. (10-2)

(10-1)

O.S. SHELL

3/16

54-62

TYP SIDES

3'-0

1'-6

H O

L E

HLL = 55'-0

93-2

I N

S I

D E

INSIDE

3/16

93-18 OR 54-62 RINGS 4-6

TYP

3/16

& BOTTOM

(10-5)

1 PL 3/4" X 21 1/2 OD X 12 7/8 ID

REPAD10-51 50

1 1/16"

ITEM N

R = 1"

(10-5)

R= 56' -2 5/

(INSIDE OF PL SHOWN)

B E

ITEM A

6'-06'-3

18'-3

6'-0

1 10-1 WEIRBOX

16" OVERFLOW PIPE10-21

1 10-4 OVERFLOW NOZZLE

(10-1)

16" NPS X .250 WALL

16" x 12" STD WT CONCENTRIC REDUCER

18'-3 11/161

B1E

2'-4PL 1/4 X 8

176B2E N11 3'-6 11/1612" NPS x .375 WALLM

1PL 1 X 2 0'-31 N

304SS

GRINNEL 12" STEEL PIPE CLAMP FIG NO 212

304SS1'-5PL 1/4 X 15

7/8" HVY HEX NUT

7/8" X 3 1/2" HVY HEX HD BOLT

(10-4)

INSIDE ROLLING RADIUS

56'-3 3/8

1/4" NPT

TELLTALE

HOLE

BOTTOM PLATE

PL 1/4 X 8 2'-5 5/8

B2E

1 25'-9

12" 90 DEG STD WT LR WELD ELBOW

12" NPS x .250 WALL

1 10-3

3/16

216" TYPE CCC ROBVON BACKING RING1

2 12" TYPE CCC ROBVON BACKING RING 2

3/16

INSIDE SHELL

93-4

93-2

93-4

NOZZLE NECK

12" OVERFLOW PIPE

PIPE BEVEL

OUTSIDE

(TYPICAL)

G H

ROOF PLATE

(10-3)

(10-2)

(10-1)

TYP

3/16

3 SIDES

(OUTSIDE SHOWN)

DETAIL 2

3/4 93-4

93-2

93-18

93-2 OR 93-4 RINGS 1-3

N1 = A333 GR.6 MATERIAL

RPP 23MAY96

HOLE IN

PLATE B

(10-2)

(10-3)

A307D10A

N2 = A516-70 MATERIAL

1 A PL 5/16 X 63 9/16 18'-3 1234

1 B PL 5/16 X 73 1/16 6'-3 484

3/16

54-62

3 15

3 4

WB4 5

2 11

WB5 16

3 5

WB4 6

2 11

WB5 14

3 6

3 16

WB4 13

3 17

WB5 5

2 16

TRIGON, INC

HOUSTON, TX VA MEDICAL CENTER

CLIVE PROVO

56121

AWWA

N/A

SAR 07JUN96

... PLOTTED: 06/10/96 13:30:18 ... BY: RPP

607-9

STK

604-1

602-2

607-7

606-3

607-1

STK

606-2

STK

607-5

STK

606-1

STK

607-4

STK

3'-0

N (CENTER ON S)

BOTH SIDES OF BAR N)

(TIGHTEN TO MIN GAP ON

REPLACE EXISTING BOLT

BOLT-V & NUT-T

& NUT WITH SS

(CENTER…

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