12 - DRWGS - Correct Tunnel Discrepancies.pdf

GENERAL INFORMATION ADHESIVE SET ANCHORS, REINFORCING

BARS, & DOWEL NOTES

A. CONCRETE ANCHORS

I. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED

FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR

CRACKED AND UNCRACKED CONCRETE RECOGNITION.

II. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR

USE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR

CRACKED AND UNCRACKED CONCRETE RECOGNITION.

SUBMIT FOR APPROVAL ANCHORING SYSTEM FOR ATTACHMENT TO HOLLOW

AND GROUT-FILLED MASONRY UNITS.

SUBMIT FOR APPROVAL ANCHORING SYSTEM FOR ATTACHMENT INTO

SOLID SURFACES ONLY. (E.G., SOLID CONCRETE )

SUBMIT FOR APPROVAL ANCHORING SYSTEM FOR REBAR AND DOWEL

EMBEDMENT.

USE MANUFACTER'S THREADED RODS OR APPROVED EQUAL UNLESS

SPECIFICALLY NOTED OTHERWISE. SUBSTITUTION OF A-36 ALL-THREAD ROD

WILL NOT BE ALLOWED. RODS ANCHORING INTO UNREINFORCED MASONRY

SHALL BE BENT AT 22 1/2° ANGLE UNO.

WHERE BASE MATERIAL IS HOLLOW BLOCK, BRICK OR OTHER MATERIAL

CONTAINING POCKETS OR VOIDS, A SCREEN TUBE, PER MANUFACTURERS

RECOMMENDATIONS, SHALL BE EMPLOYED IN THE SYSTEM.

1.

2.

3.

4.

5.

FOLLOW MANUFACTURERS REQUIREMENTS FOR MINIMUM DEPTH OF BASE

MATERIAL, MINIMUM EDGE DISTANCES, AND MINIMUM BOLT/BAR SPACING.

6.

UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE

APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE

NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT DEPTH REQUIRED TO

SUPPORT THE INTENDED LOAD.

7.

POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM

THE ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN

PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE

TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH

EXISTING REINFORCING. HOLES SHALL BE DRILLED AND CLEANED IN

ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS.

SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW

SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD

ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED

PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE

SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT

PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE

APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE

BUILDING CODE. PROVIDE CONTINUOUS SPECIAL INSPECTION FOR ALL ADHESIVES

AND MECHANICAL ANCHORS PER THE PRODUCT’S APPLICABLE ICC-ES OR IAPMO-

ES EVALUATION REPORT (ICC-ES ESR). CONTACT MANUFACTURER’S

REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND

FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.

8.

1. SUBSTITUTION OF EXPANSION OR ADHESIVE ANCHORS FOR EMBEDDED

ANCHORS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN

WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PLACING OF

CONCRETE CONTAINING THE ANCHORS.

2. PERMANENT STABILITY OF THE BUILDING AND COMPONENTS IS NOT

PROVIDED UNTIL THE ERECTION IS COMPLETED AS SHOWN ON THE

CONTRACT DRAWINGS. PER SECT 7.10.3 OF AISC CODE OF STANDARD

PRACTICE FOR BUILDINGS AND BRIDGES MARCH 18, 2005. "TEMPORARY

SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR

OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE

DETERMINED, FURNISHED AND INSTALLED BY THE ERECTOR."

3. WEIGHTS OF MECHANICAL EQUIPMENT SHOWN ON THE STRUCTURAL PLANS

ARE FOR UNITS SPECIFIED BY THE MECHANICAL ENGINEER. CONTRACTOR

SHALL VERIFY WEIGHTS AND ANY SUBSTITUTIONS THAT RESULT IN INCREASED

WEIGHT SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

4. THE CONTRACTOR SHALL INSURE THAT NO CONSTRUCTION LOAD EXCEEDS

THE DESIGN LIVE LOADS INDICATED ON THE STRUCTURAL DRAWINGS AND THAT

THESE LOADS ARE NOT PLACED ON THE STRUCTURAL MEMBERS PRIOR TO THE

TIME THAT ALL FRAMING MEMBERS AND THEIR CONNECTIONS ARE IN PLACE.

5. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION TO BE

COORDINATED WITH THE STRUCTURAL DRAWINGS.

6. PRIOR TO FABRICATION AND/OR ERECTION OF ANY MATERIALS, THE

CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT EXISTING DIMENSIONS,

ELEVATIONS, AND CONDITIONS AND SHALL REPORT ANY DISCREPANCIES TO

THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT IMMEDIATELY

UPON DISCOVERY.

7. THE GENERAL CONTRACTOR SHALL VERIFY THE SITE CONDITIONS INCLUDING

UNDERGROUND UTILITIES BEFORE STARTING WORK AND SHALL NOTIFY THE

STRUCTURAL ENGINEER OF RECORD OF ANY CONDITIONS ENCOUNTERED

CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT

DOCUMENTS.

8. THE GENERAL CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL WORK WITH THE

STRUCTURAL CONTRACT DOCUMENTS AND SHALL REPORT ANY SUSPECTED

DISCREPANCIES OR OMISSIONS TO THE ARCHITECT IMMEDIATELY.THE

STRUCTURAL CONTRACT DOCUMENTS DO NOT INCLUDE SHOP DRAWINGS,

VENDOR DRAWINGS NOR ANY MATERIAL PREPARED AND SUBMITTED BY THE

CONTRACTOR OR SUBCONTRACTORS.

9. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY,

ORGANIZATION OR ASSOCIATION OR TO CODES OF LOCAL OR STATE

AUTHORITIES SHALL MEAN THE LATEST STANDARD, CODE,SPECIFICATION OR

TENTATIVE SPECIFICATION ADOPTED AND PUBLISHED AT THE DATE OF

TAKING BIDS UNLESS SPECIFICALLY STATED OTHERWISE.

10. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT

DOCUMENTS, SEE THE ARCHITECTURAL DRAWINGS.THE CONTRACTOR SHALL

REVIEW THE STRUCTURAL DRAWINGS FOR SECTIONS AND DETAILS THAT ARE

LABELED AS "TYPICAL" AND ARE NOT NECESSARILY REFERENCED ON THE

STRUCTURAL PLANS WHERE THEY APPLY.

EXISTING CONSTRUCTION

1. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY

ALL EXISTING ELEVATIONS, DIMENSIONS, AND CONDITIONS AS SHOWN ON

THE DRAWINGS AND REPORT ANY DISCREPANICIES TO THE ARCHITECT &

ENGINEER OF RECORD AT ONCE.

STEEL FRAMING NOTES

8. ALL STEEL MEMBERS EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALV.

GALVANIZED OR PAINTED WITH TNEMEC EPOXY SYSTEM OR SIMILAR SYSTEM

MEETING THE REQUIREMENTS FOR PAINTING STRUCTURAL STEEL IN THE

PROJECT SPECIFICATIONS. ALL OTHER STEEL MEMBERS SHALL BE FURNISHED

WITH A SHOP COAT OF TNEMEC RED OR GRAY OXIDE PRIMER OR SIMILAR

SYSTEM MEETING THE REQUIREMENTS FOR PAINTING STRUCTURAL STEEL IN

THE PROJECT SPECIFICATIONS. ALL PRIMERS SHALL BE COMPATIBLE WITH TOP

COATINGS SPECIFIED.

10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING THE

COSTS FOR ALL MISCELLANEOUS STEEL IN THEIR BID REGARDLESS OF

WHETHER OR NOT THOSE ITEMS ARE INDICATED ON THE STRUCTURAL

DRAWINGS. THESE COSTS SHALL INCLUDE, BUT ARE NOT LIMITED TO,

MISCELLANEOUS STEEL ITEMS SHOWN ON ARCHITECTURAL, CIVIL,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

9. FIELD CUTTING, DRILLING, OR OTHER MODIFICATION OF STRUCTURAL STEEL

COMPONENTS IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE

STRUCTURAL ENGINEER OF RECORD. WHERE BEAM PENETRATIONS

CANNOT BE AVOIDED OR WHERE CUTTING IS REQUIRED, THE CONTRACTOR

SHALL SUBMIT, TO THE STRUCTURAL ENGINEER OF RECORD, ALL

PERTINENT INFORMATION INCLUDING PENETRATION SHAPE, SIZE,

LOCATION, AND METHOD OF CUTTING THE OPENINGS.

2. ALL STRUCTURAL STEEL HSS SQUARE/RECT SECTIONS SHALL BE ASTM A500,

GRADE B (Fy=46 ksi). ALL STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM

A992 GRADE 50. CHANNEL SHAPES AND ALL OTHER MISCELLANEOUS STEEL

SHALL BE ASTM A36 OR A572. ALL STRUCTURAL STEEL HSS ROUND SHALL BE

ASTM A500, GRADE B (Fy=42 ksi). ALL BASE PLATES SHALL BE ASTM A572-50.

3. ALL STRUCTURAL BOLTS CONNECTING STRUCTURAL STEEL SHALL BE ASTM

A325 TYPE 1 WITH THREADS ALLOWED IN THE SHEAR PLANE, EXCEPT

ANCHOR BOLTS SHALL BE ASTM F1554 GR55, MUST MEET S1 WELDABILITY

REQUIREMENT OR GR36 AS NOTED.

4. WELD ELECTRODES SHALL BE E70XX.

1. UNLESS SPECIFICALLY NOTED OTHERWISE, FABRICATION AND ERECTION OF

STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS,

LATEST EDITION.

6. UNLESS DETAILED OTHERWISE, ALL SHOP CONNECTIONS SHALL BE WELDED.

UNLESS DETAILED OTHERWISE, ALL FIELD CONNECTIONS SHALL BE MADE

USING 3/4"Ø, AND 1"Ø WHERE INDICATED, ASTM A325-N (OR ASTM F1852)

HIGH STRENGTH BOLTS ("N" INDICATES BEARING TYPE WITH THREADS

INCLUDED IN SHEAR PLANE). WASHERS SHALL BE INSTALLED UNDER NUTS

WHEN REQUIRED BY THE SPECIFICATIONS OF STRUCTURAL JOINTS.

7. WHERE FIELD AND SHOP WELDS ARE INDICATED ON THE DRAWINGS,

THEY SHALL BE THE SIZE AND TYPE NOTED. ALL WELDING OF

STRUCTURAL STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST

EDITION OF AWS D1.1 CORRESPONDING TO THE AISC SPECIFICATION

USED AND ALL WELDS INCLUDING FIELD WELDS SHALL BE MADE BY

CERTIFIED WELDERS USING E70XX ELECTRODES.

5. UNLESS DETAILED OTHERWISE OR REACTIONS ARE INDICATED, BEAM

CONNECTIONS SHALL BE SELECTED TO SUPPORT 70% THE TOTAL UNIFORM

LOAD CAPICITY SHOWN IN THE "ALLOWABLE UNIFORM LOAD TABLES" IN PART 2

OF THE AISC STEEL CONSTRUCTION MANUAL, LATEST EDITION, FOR THE GIVEN

BEAM SIZE, SPAN, AND STEEL SPECIFICATION OR FOR THE BEAM REACTION

SHOWN ON THE DRAWINGS, WHICHEVER IS GREATER. THE MINIMUM BEAM

CONNECTION SHALL NOT BE SMALLER THAN THOSE LISTED IN TABLES 10-1 &

10-2 OF THE AISC STEEL CONSTRUCTION MANUAL, LATEST EDITION FOR THE

GIVEN BEAM DEPTH, BOLT DIAMETER, AND WELD SEPCIFICATION.

B. MASONRY ANCHORS

I. ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY

- MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED

FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC106.

- ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED

FOR USE IN ACCORDANCE WITH ICC-ES AC58.

II. ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED

CLAY BRICK MASONRY

- MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND

QUALIFIED IN ACCORDANCE WITH ICC-ES AC106

- ADHESIVE ANCHORS WITH SCREEN TUBES SHALL BE TESTED

AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS

APPROPRIATE.

1 2 3 4 5 6 7 98 10

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Building Number

Drawing Number

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Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

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MISSION CRITICAL

CONSTRUCTION DOCUMENTS

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STRUCTURAL GENERAL NOTES

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811 www.johnsondanforth.com

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 KB LB

0.1

1.1

2.0

2.1

3.0

3.1

4.0

4.1

5.0

5.1

6.0

6.1

7.0

7.1

8.0

F2

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C 1/

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1'-0" (TYP)

2 2 2

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

44 4

1 2 3 4 5 6 7 98 10

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A

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

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TUNNEL FLOOR PLANS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811 www.johnsondanforth.com

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 KB LB

1/8" = 1'-0"

C1 TUNNEL FLOOR PLAN @ GARAGE

SHEET NOTES:

1. SEE ARCH FOR DEMOLITION DRAWINGS AND NOTES.

2. SEE ARCH DRAWINGS FOR DIMENSIONS NOT SHOWN.

KEYED NOTES:

EXISTING TUNNEL WALL EXPANSION JOINT REPAIR. SEE ARCH FOR DETAILS.1

NEW STEEL PIPE SUPPORTS (TYP), SEE SECTIONS. LOCATE 1'-0" MINIMUM FROM

EXISTING PIPE SUPPORT FRAMES.

L4x4 (TYP) AT TOP OF VERTICAL PIPE SUPPORTS, SEE SECTIONS.3

EXISTING HOLLOW MASONRY WALL.4

GRID LOCATIONS INDICATE

THE EXISTING PIPE SUPPORT

LOCATIONS (TYP)

8.1

9.0

9.1

10.0

10.1

11.0

11.1

12.0

12.1

13.0

13.1

14.0

14.1

15.0

15.1

16.0

F8

S103

C 1/

S

2 2 2 2

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

GRID LOCATIONS INDICATE

THE EXISTING PIPE SUPPORT

LOCATIONS (TYP)

F 6/

S

16.1

17.0

17.1

18.0

18.1

19.0

19.1

F 6/

S

2 2

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

GRID LOCATIONS INDICATE

THE EXISTING PIPE SUPPORT

LOCATIONS (TYP)

1 2 3 4 5 6 7 98 10

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

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TUNNEL FLOOR PLANS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811 www.johnsondanforth.com

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 KB LB

1/8" = 1'-0"

C1 TUNNEL FLOOR PLAN @ DRIVE

1/8" = 1'-0"

F6 TUNNEL FLOOR PLAN @ DRIVE

SHEET NOTES:

1. SEE ARCH FOR DEMOLITION DRAWINGS AND NOTES.

2. SEE ARCH DRAWINGS FOR DIMENSIONS NOT SHOWN.

KEYED NOTES:

EXISTING TUNNEL WALL EXPANSION JOINT REPAIR. SEE ARCH FOR DETAILS.1

NEW STEEL PIPE SUPPORTS (TYP), SEE SECTIONS. LOCATE 1'-0" MINIMUM FROM

EXISTING PIPE SUPPORT FRAMES.

L4x4 (TYP) AT TOP OF VERTICAL PIPE SUPPORTS, SEE SECTIONS.3

EXISTING HOLLOW MASONRY WALL.4

GARAGE FFE

0' - 0"

TUNNEL FFE

-11' - 4 1/2"

C6x8.2

C8x11.5

C8x11.5

C8x11.5

C8x11.5

C8x11.5

C8x11.5

L4x4x5/16 EXTEND

TO NEXT VERT

C6 BTWN EVERY

OTHER VERT C6;

SEE PLAN

EXISTING

CONCRETE

WALL

EXISTING

HOLLOW

CLAY BLOCK

NOTES:

1. PIPE SUPPORT DESIGNED FOR ONE (1) 12" DIA PIPE

SPANNING 10'-0" ON CENTER.

2. ALL STEEL TO BE HOT-DIPPED GALVANIZED.

3. PIPE HANGERS AND PIPE PEDESTALS TO DESIGNED AND

PROVIDED BY PIPE SUPPLIER / MECH CONTRACTOR.

B A

6"

3"

6"

CONCRETE PEDESTAL 6" x 12" REINF w/ #4 BAR & 2 - 1/2" DIA

F1554-GR36 THREADED RODS

EPOXY DWL INTO EXISTING

SLAB (TYP)

OR USE PRECAST BLOCK w/ PRE-DRILLED

HOLES EXTENSION & GROUT SOLID

FIELD VERIFY

2'-2" 1'-8"

FIELD VERIFY

2'-2"

F

IE

LD

V

E R

IF

Y

5' -1

0"

D5

S103

BA

TUNNEL ROOF

-3' - 4 1/2"

TUNNEL FFE

-11' - 4 1/2"

C6x8.2

C8x11.5

C8x11.5

C8x11.5

C8x11.5

C8x11.5

C8x11.5

B A

L4x4x5/16 x0'-6" w/ 2 - 1/2" DIA

EXPANSION

(2 3/8" MIN

EMBEDMENT)

EXISTING

CONCRETE

TUNNEL

F

IE

LD

V

E R

IF

Y

7' -0

FIELD VERIFY

2'-2" 1'-8"

FIELD VERIFY

2'-2"

A B

SECTION A

1 1/2" = 1'-0"

3"

SECTION B

1 1/2" = 1'-0"

1 1/2" 3"

1 1/2"

C6 VERT

C8 w/ 2 -1/2" DIA

A325 BOLTS

L4x4x5/16x0'-6" w/ 2 - 1/2 DIA

A325 BOLTS

C4

C8

L4x4x5/16x0'-6"

AT EXISTING CONCRETE WALL

PROVIDE 2 - 1/2 DIA HILTI KWIK

BOLT III EXPANSION ANCHORS (2

3/8" MIN EMBEDMENT) AT

CONCRETE WALL;

AT EXISTING HOLLLOW

CLAY BLOCK WALL - PROVIDE 2 -

1/2 DIA THREADED ROD ANCHORS

w/ HILITI HY70 ADHESIVE OR

APPROVAL EQUAL (4 1/2"

EMBEDMENT)

C6 VERT

SUPPORT

PL 1/2"

3/16

3" 3"

6"

1' -0

2"

1/

2"

1/

2"

1/ 2"

1/

2"

1 2 3 4 5 6 7 98 10

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C :\0

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SECTIONS & DETAILS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811 www.johnsondanforth.com

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 KB LB

3/4" = 1'-0"

F2 TUNNEL SECTION @ GARAGE

3/4" = 1'-0"

F8 TUNNEL SECTION @ DRIVE

1 1/2" = 1'-0"

D5 BASE PLATE

DRAIN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSATE PUMP DISCHARGE

X-D

X-CHR

X-CHS

X-CPD

CONDENSER WATER RETURNX-CWR

CONDENSER WATER SUPPLYX-CWS

HIGH PRESSURE CONDENSATE

HIGH PRESSURE STEAM

LOW PRESSURE CONDENSATE

LOW PRESSURE STEAM

HIGH PRESSURE GASX-HPG(XX)

X-HPC

X-HPS(XX)

X-LPC

X-LPS(XX)

SHT #

X0.0

EXISTING PIPING TO

BE REMOVED

MECHANICAL SYMBOLS AND ABBREVIATIONS

SYMBOLS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS DO NOT APPLY TO THIS

PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE CONTRACT DOCUMENTS.

NAME

NOTE:

SYSTEM LABELS

PIPING SPECIALTIES

WATER PIPING CONNECTION

EXPANSION JOINT

DIRECTION OF FLOW

LINE CONTINUATION BREAK

DOUBLE

ELBOW DOWN

ELBOW UP

BOTTOM CONNECTION

(45° OR 90°)

TOP CONNECTION

(45° OR 90°)

EXISTING PIPING TO REMAIN

SINGLE

PIPING

BUTTERFLY VALVE

GATE VALVE

GLOBE VALVE

BALL VALVE

(XX)=DEFINES FAIL POSITION OR NORMAL POSITION

FC=FAIL CLOSED (CONTROL VALVE OR DAMPER)

FO=FAIL OPEN (CONTROL VALVE OR DAMPER)

NO=NORMALLY OPEN (CONTROL VALVE OR DAMPER)

NC=NORMALLY CLOSED (CONTROL VALVE OR DAMPER)

VALVES

GENERAL CONTRACTOR

GALLONS PER MINUTE

GC

GPM

OV OUTLET VELOCITY

SCHEDULE

PHASE

TOP

TOD

TOS

PSIG

PSIA

PCF

PSI

TSP

TOB

SCH

PH

PSF

EXISTINGX

WG

WC

TOP OF PIPE

TOP OF DUCT/TOP OF DECK

TOP OF SLAB

POUNDS PER SQUARE INCH GAUGE

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER CUBIC FOOT

POUNDS PER SQUARE INCH

WATER COLUMN

WATER GAUGE

TOTAL STATIC PRESSURE

TOP OF BEAM

POUNDS PER SQUARE FOOT

PC PLUMBING CONTRACTOR

FLR FLOOR

MEP

MBH

MC

NTS

OC ON CENTER

COP

COND

CENTER OF PIPE

CONDENSATE/CONDENSER

MECHANICAL, ELECTRICAL AND PIPING

NOT TO SCALE

THOUSANDS OF BTU PER HOUR

MECHANICAL CONTRACTOR

P PUMP

CONTROL PANEL

CONDENSATE PUMP/

STORAGE TANK/STEAM TRAP

WATER FILTER

CP

ST

WF

ABBREVIATIONS

V VALVE/VOLTS

(XX) = SYSTEM PRESSURE IN PSIG

DRAIN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

HOT WATER RETURN

HOT WATER SUPPLY

CONDENSATE PUMP DISCHARGE

HIGH PRESSURE CONDENSATE

HIGH PRESSURE STEAM

LOW PRESSURE CONDENSATE

LOW PRESSURE STEAM

HIGH PRESSURE GASHPG(XX)

D

CHR

CHS

HWR

HWS

CPD

HPC

HPS(XX)

LPC

LPS(XX)

NEW CONNECTION TO EXISTING

REFERENCE SYMBOLS

EQUIPMENT NAME AND NUMBER

SHEET KEYNOTE NUMBER

REVISION NUMBER

CONSTRUCTION BULLETIN NUMBER

DETAIL REFERENCE TOP

DESIGNATES

DETAIL NUMBER BOTTOM

DESIGNATES SHEET NUMBER

SECTION REFERENCE TOP

DESIGNATES SECTION

NUMBER

BOTTOM DESIGNATES SHEET

NUMBER

GENERAL REFERENCE

DESIGNATES SHEET

NUMBER

DEMO TO THIS POINT

1. GENERAL NOTES APPLY TO ALL MECHANICAL SHEETS.

2. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK

INCLUDED IN THE CONTRACT. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

COORDINATION.

3. THE MECHANICAL CONTRACTOR SHALL PROVIDE MEP COORDINATION DRAWINGS (PLANS AND SECTIONS) AT A SCALE OF NOT LESS THAN 1/4" = 1'0" TO ILLUSTRATE PROBOSED FINAL LOCATION AND COORDINATION OF ALL MECHANICAL.

4. FIELD CHANGES TO THE ROUTING OF PIPE 2" AND SMALLER AS SHOWN ON THE CONTRACTOR'S COORDINATION DRAWINGS INCLUDING CLEARANCE WILL BE ALLOWED AT THE DISCRETION OF THE OWNER'S CONSTRUCTION INSPECTOR.

5. THE MECHANICAL CONTRACTOR SHALL DETERMINE THE FINAL ELEVATION OF THE STRUCTURAL BEAMS AND IMBEDS THAT

ARE PROVIDED FOR THE PURPOSE OF SUPPORTING THE PIPES.

6. PROVIDE LOW POINT DRAINS AS REQUIRED TO COMPLETELY DRAIN ALL SYSTEMS AND HIGH POINT MANUAL AIR VENTS.

7. PROVIDE ALL UNIONS, BUSHINGS, AND/OR REDUCING INSERTS, ETC, NOT SHOWN ON THE DRAWINGS BUT REQUIRED FOR

INSTALLATION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL FLUIDS CONTAINED WITHIN ALL PIPING, EQUIPMENT, AND TASKS. NO FLUIDS SHALL BE ALLOWED TO BE DISCHARGED TO SANITARY OR STORM LINES WITHOUT WRITTEN APPROVAL FROM THE OWNER'S CONSTRUCTION MANAGER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINING, HAULING, AND PROPERLY AND LEGALLY DISPOSING OF ALL REMOVED FLUIDS FROM THE SITE.

9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIRMENTS.

GENERAL NOTES

CONDENSER WATER RETURNCWR

CONDENSER WATER SUPPLYCWS

(SMALLER THAN 4") (4" AND LARGER)

NEW EXISTING

REFER

X0.0

PCR PUMPED CONDENSATE RETURN

CHS CHILLED WATER SUPPLY

DOMESTIC COLD WATERDCW

PUMPED CONDENSATE RETURNPCR

DOMESTIC COLD WATERX-DCW

PUMPED CONDENSATE RETURNX-PCR

DCW DOMESTIC COLD WATER

DDC

EL

EC

ETR

EWT

EXISTING TO REMAIN

ELEVATION

DIRECT DIGITAL CONTROL

ENTERING WATER TEMPERATURE

ELECTRICAL CONTRACTOR

EXPANSION JOINTEJ

DCW DOMESTIC COLD WATER

TANKT

EXISTING PIPING TO

BE REMOVED

LINE CONTINUATION BREAK

DOUBLE

ELBOW DOWN

ELBOW UP

BOTTOM CONNECTION

(45° OR 90°)

TOP CONNECTION

(45° OR 90°)

EXISTING PIPING TO REMAIN

SINGLE

PIPING

(SMALLER THAN 4") (4" AND LARGER)

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

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/2

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A

M

M000

MECHANICAL SYMBOLS &

ABBREVIATIONSJohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

2019.02.22 BB MAB

2.1 3.1 4.1 5.1 6.1 7.11.1

1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0

8.1

F3

M601

C3

M600

F1

M600

D6

M601

C7

M603

2" XPCR

6" XHPS

UP TO PLANT

UP TO PLANT

UP TO PLANT

UP TO PLANT

2" XHPS

10" XHPS

8" XPCR

12" XHPS

8" XDCW

8" XPCR

18" XCHS

SLIP EXPANSION

JOINTS

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

9 R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

EXISTING SLIP

EXPANSION JOINTS

4" XPCR

/M

4(TYP. FOR ALL)

4 (TYP. FOR ALL)

4(TYP. FOR ALL)

12" XHPS

8" XDCW

8" XPCR

10" XHPS

58" XPCR

4" XPCR

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

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/2

:1

:4

A

M

M101

MECHANICAL DEMOLITION PLAN

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

5 5 10 15 20

1/8" = 1'-0"

FEETSCALE

GENERAL NOTES

1. THIS DRAWING DOCUMENTS EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

PIPING, VALVES, AND SLIP JOINTS LOCATIONS AND

ARRANGEMENTS PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. REFER TO M600 FOR FURTHER INFORMATION.

4. REFER TO RENOVATION PLAN FOR FUTURE

WORK.

5. ONE STEAM LINE SHALL REMAIN ACTIVE DURING

INSULATION ABATEMENT, DEMOLITION, AND

RENOVATION PHASE ACTIVITIES.

1/8" = 1'-0"2

MECHANICAL TUNNEL FLOOR PLAN @ GARAGE - DEMOLITION

SHEET KEYED NOTES#

1. REMOVE EXISTING INSULATION FROM EXISTING CHILLED WATER LINE.

2. EXTENT OF DEMOLITION OF EXISTING INSULATION SHALL NOT EXCEED

SPECIFIED POINT FOR ASSOCIATED SYSTEM.

3. REMOVE EXISTING EXPANSION JOINT ON EXISTING 10 INCH HIGH PRESSURE

STEAM PIPING FOR REPLACEMENT DURING RENOVATION PHASE.

4. REMOVE EXISTING PIPE SUPPORT/RESTRAINING AT STRUCTURAL SUPPORT

RACK FOR ALL EXISTING PIPING SUPPORTED BY RACK. MISCELLANEOUS

PIPING TO BE TEMPORARILY SUPPORTED DURINGREPLACEMENTS OF

STRUCTURAL SUPPORT MEMBERS.

5. REMOVE EXISTING INSULATION FROM EXISTING STEAM LINE.

6. REMOVE EXISTING INSULATION FROM EXISTING 8 INCH

PUMPEDCONDENSATE RETURN LINES (QTY. 2).

7. REMOVE EXISTING INSULATION ON 4 INCH CONDENSATE RETURN PIPING.

9.1

10.0

10.1

11.0

11.1

12.0

12.1

13.0

13.1

14.0

14.1

15.0

15.1

16.0

8.1

F6

M602

B8

M605

C1

M606

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

8" XPCR

EXISTING SLIP

EXPANSION JOINTS

EXISTING SLIP

EXPANSION JOINTS

/M

3(TYP. FOR ALL)

3(TYP. FOR ALL)

3 (TYP. FOR ALL)

16.0

16.1

17.0

17.1

18.0

18.1

19.0

19.1

D8

M605

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

12" XHPS

8" XDCW

10" XHPS 18" XCHS

R A

C K

3 (TYP. FOR ALL)

M

M

3 (TYP. FOR ALL)

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

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D E

L R

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/2

:1

:4

A

M

M102

MECHANICAL DEMOLITION PLAN

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

2 2 4 6 8 10

1/4" = 1'-0"

FEETSCALE

1. THIS DRAWING DOCUMENTS EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

PIPING, VALVES, AND SLIP JOINTS LOCATIONS AND

ARRANGEMENTS PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. REFER TO M600 FOR FURTHER INFORMATION.

4. REFER TO RENOVATION PLAN FOR FUTURE

WORK.

5. ONE STEAM LINE SHALL REMAIN ACTIVE DURING

INSULATION ABATEMENT, DEMOLITION, AND

RENOVATION PHASE ACTIVITIES.

GENERAL NOTES

SHEET KEYED NOTES#

1. REMOVE EXISTING INSULATION FROM EXISTING CHILLED WATER

LINE.

2. REMOVE EXISTING 4 INCH STEAM LINE UP TO DISTRIBUTION

MAIN AND PROVIDE CAP AND NEW INSULATION.

3. REMOVE EXISTING PIPE SUPPORT/RESTRAINING AT

STRUCTURAL SUPPORT RACK FOR ALL EXISTING PIPING

SUPPORTED BY RACK. MISCELLANEIOUS PIPING TO BE

TEMPORARILY SUPPORTED DURING REPLACEMENT OF

STRUCTURAL MEMBERS.

4. REMOVE EXISTING INSULATION FROM EXISTING STEAM LINE.

5. REMOVE EXISTING INSULATION FROM 8 INCH CONDENSATE

RETURN LINES (QTY. 2).

1/8" = 1'-0"2

MECHANICAL TUNNEL FLOOR PLAN @ DRIVE - DEMOLITION

1/8" = 1'-0"1

MECHANICAL TUNNEL FLOOR PLAN @ DRIVE - CONT.

19.0

19.1

F8

M602

L6

M604

C2

M604

R A

C K

R A

C K

EXISTING

SUMP PUMP

4" XPCR

4" XCHR

8" XPCR

8" X

D C

W

4" XCHS

18" XCHS

" X

H

PS

18" XCHS

" X

C H

R

12" XHPS

4" XDCW

12" XHPS

3" XHPS

3" XHPS

EXISTING VALVE S-3

EXISTING VALVE S-1B

EXISTING GAS

REGULATOR

/M

3 (TYP. 4)

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

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/2

:1

:5

A

M

M103

MECHANICAL SUB-BASEMENT

DEMOLITION PLANJohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/4" = 1'-0"1

MECHANICAL SUB-BASEMENT FLOOR PLAN - DEMOLITION

2 2 4 6 8 10

1/4" = 1'-0"

FEETSCALE

1. THIS DRAWING DOCUMENTS EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

PIPING, VALVES, AND SLIP JOINTS LOCATIONS AND

ARRANGEMENTS PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. REFER TO M600 FOR FURTHER INFORMATION.

4. REFER TO RENOVATION PLAN FOR FUTURE

WORK.

5. ONE STEAM LINE SHALL REMAIN ACTIVE DURING

INSULATION ABATEMENT, DEMOLITION, AND

RENOVATION PHASE ACTIVITIES.

GENERAL NOTES

SHEET KEYED NOTES#

1. REMOVE EXISTING INSULATION FROM EXISTING CHILLED WATER

LINE.

2. REMOVE EXISTING INSULATION FROM EXISTING STEAM LINE.

3. REMOVE EXISTING PIPE SUPPORT/RESTRAINTS AT

STRUCTURAL SUPPORT RACK FOR ALL EXISTING PIPING

SUPPORTED BY RACK. MISCELLANEOUS PIPING TO BE

TEMPORARILY SUPPORTED DURING REPLACEMENTS OF

STRUCTURAL SUPPORT MEMBERS.

4. REMOVE EXISTING STEAM VALVE.

5. REMOVE EXISTING STEAM VALVE. CONTRACTOR TO REPLACE

PACKING DISC AND SEAT ON EXISTING STEAM VALVE AND

RETURN TO OWNER.

6. REMOVE EXISTING INSULATION FROM 8 INCH CONDENSATE

RETURN LINES (QTY. 2).

7. EXTENT OF DEMOLITION OF EXISTING INSULATION SHALL NOT

EXCEED SPECIFIED POINT FOR ASSOCIATED SYSTEM.

8.1

F3

M601

C3

M600

F1

M600

D6

M601

C7

M603

2" XPCR

6" XHPS

UP TO

PLANT

UP TO

PLANT

UP TO PLANT

UP TO PLANT

2" XHPS10" XHPS

8" XPCR

12" XHPS

8" XDCW

8" XPCR

18" XCHS

4" XPCR

EXISTING SLIP EXPANSION JOINTS

ON CONDENSATE RETURN PIPING

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

9 R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

EXISTING SLIP

EXPANSION JOINTS

ON STEAM PIPING

4" XPCR

/M

4 4

4 4 4

4 4 4

5 (TYP FOR ALL)

5 (TYP FOR ALL)

9 (TYP. 2)

(TYP. 2)

(TYP. 2)

(TYP. 2)

(TYP. 2) (TYP. 2) (TYP. 2)

(TYP. 2)

(TYP. 2)

(TYP. 2)

(TYP. 2)

(TYP. 2)

(TYP. 2)

8" XDCW

12" XHPS

5 (TYP FOR ALL)

18" XCHR

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

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/2

/2

:1

:5

A

M

M201

MECHANICAL RENOVATION PLAN

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/8" = 1'-0"2

MECHANICAL TUNNEL FLOOR PLAN @ GARAGE - RENOVATION

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD CONDITIONS BASED

ON ORIGINAL DRAWINGS AND LIMITED FIELD OBSERVATIONS.

FIELD VERIFY EQUIPMENT LOCATIONS AND ARRANGEMENT

PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND SYMBOL

INFORMATION.

3. REFERENCE M600 FOR FURTHER DEMOLITION AND RENOVATION

SCOPE INFORMATION.

4. MISCELLANEOUS PIPING TO BE SUPPORTED DURING

CONSTRUCTION.

5. ONE STEAM LINE SHALL REMAIN ACTIVE DURING INSULATION

ABATEMENT, DEMOLITION, AND RENOVATION PHASE ACTIVITIES.

6. WITHIN 5' 0" OF NEW WORK, CONTRACTOR SHALL MAINTAIN

AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS BELOW

DEW POINT ON CHILLED WATER PIPING PRIOR TO INSTALLING

NEW CHILLED WATER PIPING INSULATION.

SHEET KEYED NOTES#

1. PROVIDE NEW INSULATION FOR 10 INCH AND 12 INCH EXISTING STEAM

LINES.

2. REPLACE EXISTING EXPANSION JOINT WITH NEW SLIP TYPE

EXPANSION JOINT ON 10 INCH HIGH PRESSURE STEAM PIPING.

3. PROVIDE NEW MECHANICAL PIPE SUPPORT FOR EXISTING STEAM

PIPING AT STRUCTURAL SUPPORT RACK . ATTACH TO NEW

STRUCTURAL MEMBER.

4. PROVIDE NEW MECHANICAL ADJUSTABLE PIPE SLIDING GUIDE FOR

EXISTING STEAM PIPING AS SPECIFIED AND ATTACH TO NEW

STRUCTURAL MEMBER.

5. PROVIDE NEW MECHANICAL PIPE SUPPORTS FOR ALL EXISTING

DOMESTIC COLD WATER AND CHILLED WATER PIPING. ATTACH TO NEW

STRUCTURAL MEMBER.

6. PROVIDE NEW MECHANICAL ADJUSTABLE PIPE SLIDING GUIDE FOR

EXISTING CONDENSATE RETURN PIPING AS SPECIFIED AND ATTACH TO

NEW STRUCTURAL MEMBER.

7. PROVIDE NEW MECHANICAL PIPE ANCHOR FOR EXISTING 8 INCH

CONDENSATE RETURN PIPING (QTY. 2) AND 10 INCH STEAM PIPING AS

SPECIFIED AND ATTACH TO NEW STRUCTURAL MEMBER.

8. PROVIDE NEW MECHANICAL PIPE ANCHOR FOR EXISTING 12 INCH

STEAM LINE AS SPECIFIED AND ATTACH TO NEW STRUCTURAL MEMBER.

9. PROVIDE NEW MECHANICAL PIPE SUPPORT FOR EXISTING

CONDENSATE RETURN AT STRUCTURAL SUPPORT RACK . ATTACH TO

NEW STRUCTURAL MEMBER.

10. PROVIDE NEW INSULATION FOR 4 INCH EXISTING CONDENSATE

RETURN LINE. EXTENT OF RENOVATION TO BE BETWEEN ELBOWS.

11. PROVIDE NEW INSULATION FOR 8 INCH CONDENSATE RETURN LINES

(QTY.2).

12. PROVIDE NEW INSULATION FOR CHILLED WATER LINE.

13. NEW INSULATION SHALL NOT EXCEED SPECIFIED POINT FOR

ASSOCIATED SYSTEM FOR EXTENT OF RENOVATION.

10.0

10.1

11.0

11.1

12.0

12.1

13.0

13.1

14.0

14.1

15.0

15.1

16.0

8.1

F6

M602

B8

M605

C1

M606

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

8" XPCR

EXISTING SLIP EXPANSION JOINTS ON

EXISTING STEAM AND CONDENSATE

RETURN PIPING.

EXISTING SLIP

EXPANSION JOINTS ON

EXISTING STEAM PIPE

/M

3 3 3 3 3

3 3 3 3

2 2

4 (TYP. FOR ALL)

(TYP. FOR ALL)

88(TYP. 2)

(TYP. 2)

(TYP. 2)

(TYP. 2) (TYP. 2) (TYP. 2) (TYP. 2)

(TYP. 2)

(TYP. 2) (TYP. 2)

(TYP. 2)

16.0

16.1

17.0

17.1

18.0

18.1

19.0

D8

M605

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

R A

C K

12" XHPS

8" XDCW

10" XHPS 18" XCHS

/M

2 2

2 2

(TYP. FOR ALL)

88 (TYP. 2) (TYP. 2)

(TYP. 2)

/M

18" CHR

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:1

:5

A

M

M202

MECHANICAL RENOVATION PLAN

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/8" = 1'-0"2

MECHANICAL TUNNEL FLOOR PLAN @ DRIVE - RENOVATION

1/8" = 1'-0"1

MECHANICAL TUNNEL FLOOR PLAN @ DRIVE - RENOVATION CONT.

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD CONDITIONS BASED

ON ORIGINAL DRAWINGS AND LIMITED FIELD OBSERVATIONS.

FIELD VERIFY EQUIPMENT LOCATIONS AND ARRANGEMENT

PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND SYMBOL

INFORMATION.

3. REFERENCE M600 FOR FURTHER DEMOLITION AND RENOVATION

SCOPE INFORMATION.

4. MISCELLANEOUS PIPING TO BE SUPPORTED DURING

CONSTRUCTION.

5. ONE STEAM LINE SHALL REMAIN ACTIVE DURING INSULATION

ABATEMENT, DEMOLITION, AND RENOVATION PHASE ACTIVITIES.

6. WITHIN 5' 0" OF NEW WORK, CONTRACTOR SHALL MAINTAIN

AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS BELOW

DEW POINT ON CHILLED WATER PIPING PRIOR TO INSTALLING

NEW CHILLED WATER PIPING INSULATION.

SHEET KEYED NOTES#

1. PROVIDE NEW INSULATION FOR 10 INCH AND 12 INCH EXISTING STEAM

LINES.

2. PROVIDE NEW MECHANICAL PIPE SUPPORT FOR EXISTING STEAM PIPING

AT STRUCTURAL SUPPORT RACK . ATTACH TO NEW STRUCTURAL

MEMBER.

3. PROVIDE NEW MECHANICAL ADJUSTABLE PIPE SLIDING GUIDE FOR

EXISTING STEAM PIPING AS SPECIFIED AND ATTACH TO NEW

STRUCTURAL MEMBER.

4. PROVIDE NEW MECHANICAL PIPE SUPPORTS FOR ALL EXISTING

DOMESTIC COLD WATER AND CHILLED WATER PIPING. ATTACH TO NEW

STRUCTURAL MEMBER.

5. PROVIDE NEW MECHANICAL ADJUSTABLE PIPE SLIDING GUIDE FOR

EXISTING CONDENSATE RETURN PIPING AS SPECIFIED AND ATTACH TO

NEW STRUCTURAL MEMBER.

6. PROVIDE NEW MECHANICAL PIPE ANCHOR FOR EXISTING 8 INCH

CONDENSATE RETURN PIPING (QTY. 2) AND 10 INCH STEAM PIPING AS

SPECIFIED AND ATTACH TO NEW STRUCTURAL MEMBER.

7. PROVIDE NEW MECHANICAL PIPE ANCHOR FOR EXISTING 12 INCH STEAM

LINE AS SPECIFIED AND ATTACH TO NEW STRUCTURAL MEMBER.

8. PROVIDE NEW MECHANICAL PIPE SUPPORT FOR EXISTING CONDENSATE

RETURN PIPING AT STRUCTURAL SUPPORT RACK . ATTACH TO NEW

STRUCTURAL MEMBER.

9. PROVIDE NEW INSULATION FOR 8 INCH CONDENSATE RETURN LINES

(QTY.2).

10. PROVIDE NEW INSULATION FOR CHILLED WATER LINE.

19.0

F8

M602

L6

M604

C2

M604

R A

C K

R A

C K

EXISTING

SUMP PUMP

4" XPCR

4" XCHR

8" XPCR

8" X

D C

W

M .0

4" XCHS10" XHPS18" XCHS

" X

H

PS

" X

C H

S

" X C

H R

12" XHPS

4" XDCW

12" XHPS

3" XHPS

3" XHPS

EXISTING VALVE S-3

EXISTING VALVE S-1B

EXISTING GAS

REGULATOR

D /M

8" XPCR

8" DCW 18" XCHR

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

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M

M203

MECHANICAL SUB-BASEMENT

RENOVATION PLANJohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/4" = 1'-0"1

MECHANICAL SUB-BASEMENT FLOOR PLAN - RENOVATION

1. THIS DRAWING DOCUMENTS EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

PIPING, VALVES, AND SLIP JOINT LOCATIONS AND

ARRANGEMENTS PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. REFERENCE M600 FOR FURTHER DEMOLITION

AND RENOVATION SCOPE INFORMATION.

4. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

5. ONE STEAM LINE SHALL REMAIN ACTIVE DURING

INSULATION ABATEMENT, DEMOLITION, AND

RENOVATION PHASE ACTIVITIES.

6. WITHIN 5' 0" OF NEW WORK, CONTRACTOR SHALL

MAINTAIN AMBIENT TEMPERATURE AND HUMIDITY

CONDITIONS BELOW DEW POINT ON CHILLED

WATER PIPING PRIOR TO INSTALLING NEW

CHILLED WATER PIPING INSULATION.

GENERAL NOTES SHEET KEYED NOTES#

1. PROVIDE NEW INSULATION ON EXISTING 10 INCH AND 12 INCH

STEAM LINE.

2. PROVIDE NEW MECHANICAL PIPE SUPPORT FOR EXISTING

STEAM PIPING. ATTACH TO NEW STRUCTURAL MEMBER.

3. PROVIDE NEW MECHANICAL PIPE SUPPORT FOR EXISTING

CHILLED WATER LINE. ATTACH TO NEW STRUCTURAL MEMBER.

4. PROVIDE NEW STEAM VALVE ON 10 INCH STEAM LINE.

5. PROVIDE NEW STEAM VALVE ON 12 INCH STEAM LINE.

6. PROVIDE NEW INSULATION ON CHILLED WATER LINE

7. PROVIDE NEW INSULATION ON 8 INCH PUMPED CONDENSATE

LINES (QTY. 2).

8. NEW INSULATION SHALL NOT EXCEED SPECIFIED POINT FOR

ASSOCIATED SYSTEM FOR EXTENT OF RENOVATION.

TUNNEL FFE

TUNNEL ROOF

1" XHPS

1" XHPS

8" XDCW

1" XHPS1" XHPS

10" XHPS

8" XPCR

8" XPCR

12" XHPS

EXISTING VALVE

EXISTING

VALVE

EXISTING VALVE

4" XPCR

1 2

5(TYP.)

GARAGE FFE

TUNNEL FFE

TUNNEL ROOF

8" XDCW

1" XD1" XD

12" XHPS

10" XHPS

8" XPCR

4" XPCR

8" XDCW

DOWN FROM CUP DOWN FROM CUP

10" XHPS

8" XPCR

12" XHPS

5(TYP.)

4" XPCR1

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:1

:4

A

M

M600

MECHANICAL SECTIONS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/2" = 1'-0"C3 C3

1/2" = 1'-0"F1 F1

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGEMENT

PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

1 1 2 3 4 5

1/2" = 1'-0"

FEETSCALE

SHEET KEYED NOTES#

1. DEMOLISH EXISTING INSULATION AND PROVIDE

NEW INSULATION FOR EXISTING PIPING.

2. PROTECT EXISTING INSULATION FROM DAMAGE.

INSULATION SHALL REMAIN ON EXISTING PIPING.

3. PROTECT IN PLACE EXISTING 12.47 KV

CONDUCTORS DURING INSULATION

REPLACEMENT. COORDINATE WITH DIVISION 26.

4. REPLACE EXISTING MECHANICAL PIPE SUPPORT

WITH NEW PIPE SUPPORT.

5. ALL MISCELLANEOUS PIPING AND CONDUIT TO BE

TEMPORARILY SUPPORTED DURING

REPLACEMENT OF EXISTING SUPPORTS.

TUNNEL ROOF

8" XDCW

2" X

PC

R

6" XHPS

10" XHPS

8" XPCR

8" XPCR

12" XHPS

EXISTING LIGHT FIXTURE

EXISTING

VALVE

PIPE EXITING

TUNNEL AT THIS

POINT.

EXISTING CONDUIT

4 5 (TYP.)

TUNNEL FFE

TUNNEL ROOF

4" XPCR

10" XHPS

8" XPCR

8" XPCR

18" XCHS 18" XCHR

12" XHPS

2" X

H

PS

2" X

H

PS

8" XDCW

5(TYP.)

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:1

:5

A

M

M601

MECHANICAL SECTIONS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/2" = 1'-0"1 F3

1/2" = 1'-0"2 D6

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGEMENT

PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

SHEET KEYED NOTES#

1. DEMOLISH EXISTING INSULATION AND PROVIDE

NEW INSULATION ON EXISTING PIPING.

2. PROTECT EXISTING INSULATION FROM DAMAGE.

INSULATION SHALL REMAIN ON EXISTING PIPING.

3. PROTECT IN PLACE EXISTING 12.47 KV

CONDUCTORS DURING INSULATION

REPLACEMENT. COORDINATE WITH DIVISION 26.

4. REPLACE EXISTING MECHANICAL PIPE SUPPORT

WITH NEW PIPE SUPPORT. REFERENCE M201 AND

M202 FOR SPECIFIED LOCATIONS OF PIPE

SUPPORT, RESTRAINING GUIDE AND PIPE

ANCHOR LOCATIONS.

5. MISCELLANEOUS CONDUIT SHOWN FOR

INFORMATION ONLY.

8" XDCW

18" XCHR

18" XCHS

8" XPCR

8" XPCR

10" XHPS 12" XHPS

EXISTING LIGHT

FIXTURE

(TYP.)

3(TYP. 4)

TUNNEL FFE

TUNNEL ROOF

18" XCHS 18" XCHR

8" XDCW8" XPCR

12" XHPS10" XHPS

8" XPCR

15(TYP.)

(TYP. 4)

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:2

:2

A

M

M602

MECHANICAL SECTIONS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/2" = 1'-0"2 F8

1/2" = 1'-0"1 F6

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGEMENT

PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

SHEET KEYED NOTES#

1. DEMOLISH EXISTING INSULATION AND PROVIDE

NEW INSULATION ON EXISTING PIPING.

2. PROTECT EXISTING INSULATION FROM DAMAGE.

INSULATION SHALL REMAIN ON EXISTING PIPING.

3. PROTECT IN PLACE EXISTING 12.47 KV

CONDUCTORS DURING INSULATION

REPLACEMENT. COORDINATE WITH DIVISION 26.

4. REPLACE EXISTING MECHANICAL PIPE SUPPORT

WITH NEW PIPE SUPPORT. REFERENCE M201 AND

M202 FOR SPECIFIED LOCATIONS OF PIPE

SUPPORT, RESTRAINING GUIDE AND PIPE

ANCHOR LOCATIONS.

5. MISCELLANEOUS CONDUIT SHOWN FOR

INFORMATION ONLY.

2.1 1.1 1.02.02.1 1.1 1.02.0

TUNNEL FFE

TUNNEL ROOF

F3

M601

C3

M600

F1

M600

D6

M601

10" XHPS

8" XPCR

8" XPCR

6" XHPS

2" XPCR

1" XHPS

1" XD

DOWN FROM CUP

4" PCR

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:1

:5

A

M

M603

MECHANICAL SECTIONS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/2" = 1'-0"C7 C7

1 1 2 3 4 5

1/2" = 1'-0"

FEETSCALE

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGMENT

PRIOR TO CONSTRUCTION.

2. REFRENCE M000 FOR ABBREVIATION AND SYMBOL

INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

4. ONE STEAM LINE SHALL REMAIN ACTIVE DURING

INSULATION ABATEMENT, DEMOLITION, AND

RENOVATION PHASE ACTIVITIES.

5. WITHIN 5' 0" OF NEW WORK, CONTRACTOR SHALL

MAINTAIN AMBIENT TEMPERATURE AND HUMIDITY

CONDITIONS BELOW DEW POINT ON CHILLED

WATER PIPING PRIOR TO INSTALLING NEW

CHILLED WATER PIPING INSULATION.

SHEET KEYED NOTES#

1. DEMOLISH EXISTING INSULATION AND PROVIDE

NEW INSULATION ON EXISTING PIPING.

2. EXTENT OF REPLACEMENT OF EXISTING

INSULATION SHALL NOT GO BEYOND SPECFIED

POINT FOR ASSOCIATED SYSTEM.

8" XPCR

4" XCHR

4" X

C H

R

10" XHPS 12" XHPS

EXISTING SUMP PUMP

C2

M604

EXISTING GAS

REGULATOR

EXISTING

STEAM

VALVE

18" XCHS

8" PCR

8" PCR

12" XHPS

TUNNEL FFE

TUNNEL ROOF

L6

M604

8" PCR

12" XHPS

18" XCHR

8" XPCR

8" XPCR

10" XHPS

8" DCW

18" XCHS

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:1

:5

A

M

M604

MECHANICAL SECTIONS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/2" = 1'-0"L6 L6

1/2" = 1'-0"C2 C2

1 1 2 3 4 5

1/2" = 1'-0"

FEETSCALE

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGMENT

PRIOR TO CONSTRUCTION.

2. REFRENCE M000 FOR ABBREVIATION AND SYMBOL

INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

4. ONE STEAM LINE SHALL REMAIN ACTIVE DURING

INSULATION ABATEMENT, DEMOLITION, AND

RENOVATION PHASE ACTIVITIES.

5. WITHIN 5' 0" OF NEW WORK, CONTRACTOR SHALL

MAINTAIN AMBIENT TEMPERATURE AND HUMIDITY

CONDITIONS BELOW DEW POINT ON CHILLED

WATER PIPING PRIOR TO INSTALLING NEW

CHILLED WATER PIPING INSULATION.

SHEET KEYED NOTES#

1. DEMOLISH EXISTING INSULATION AND PROVIDE

NEW INSULATION ON EXISTING PIPING.

2. PROTECT EXISTING INSULATION FROM DAMAGE.

INSULATION SHALL REMAIN ON EXISTING PIPING.

3. REPLACE EXISTING STEAM VALVE ON 12 INCH LINE

AND PROVIDE NEW STEAM VALVE.

4. REMOVE EXISTING STEAM VALVE ON 10 INCH

STEAM LINE. EXISTING STEAM VALVE TO HAVE

VALVE PACKING DISK, SEAT, AND PIPING

FLANGES REPAIRED. RETURN REFURBISHED

STEAM VALVE TO OWNER.

5. EXTENT OF REPLACEMENT OF EXISTING

INSULATION SHALL NOT GO BEYOND SPECFIED

POINT FOR ASSOCIATED SYSTEM.

6. PROVIDE NEW STEAM VALVE ON 10 INCH LINE.

18" XCHR

8" XDCW

12" XHPS10" XHPS

8" XPCR

8" XPCR

18" XCHS

4"

4"

4"

EXISTING VALVE

EXISTING VALVE

ABANDONED

UNKNOWN

UTILITY

ABANDONED

UNKNOWN UTILITY5

(TYP.)

TUNNEL FFE

TUNNEL ROOF

18" XCHS

8" XDCW

18" XCHR

8" XPCR

8" XPCR

10" XHPS 12" XHPS

4 1

(TYP. 4) 3

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:1

:1

A

M

M605

MECHANICAL SECTIONS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/2" = 1'-0"1 B8

1/2" = 1'-0"2 D8

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGEMENT

PRIOR TO CONSTRUCTION.

2. REFERENCE M000 FOR ABBREVIATION AND

SYMBOL INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

SHEET KEYED NOTES#

1. DEMOLISH EXISTING INSULATION AND PROVIDE

NEW INSULATION ON EXISTING PIPING.

2. PROTECT EXISTING INSULATION FROM DAMAGE.

INSULATION SHALL REMAIN ON EXISTING PIPING.

3. PROTECT IN PLACE EXISTING 12.47 KV

CONDUCTORS DURING INSULATION

REPLACEMENT. COORDINATE WITH DIVISION 26.

4. REPLACE EXISTING MECHANICAL PIPE SUPPORT

WITH NEW PIPE SUPPORT. REFERENCE M201 AND

M202 FOR SPECIFIED LOCATIONS OF PIPE

SUPPORT, RESTRAINING GUIDE AND PIPE

ANCHOR LOCATIONS.

5. MISCELLANEOUS CONDUIT SHOWN FOR

INFORMATION ONLY.

6. EXISTING PIPING TO BE DEMOLISHED TO CUP TAP.

PROVIDE CAP AND INSULATION.

11.0 11.111.0 11.1

TUNNEL ROOF

B8

M6054"

4"4"

12" XHPS

4"

8" XDCW

EXISTING

LIGHT

FIXTURE

DOWN FROM CUP

18" XCHS

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

-1

M E

P

M O

D E

L R

E V

IT

k to n -t h a t.

rv t

/2

/2

:2

:2

A

M

M606

MECHANICAL SECTIONS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

1/2" = 1'-0"1 C1

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGMENT

PRIOR TO CONSTRUCTION.

2. REFRENCE M000 FOR ABBREVIATION AND SYMBOL

INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

4. ONE STEAM LINE SHALL REMAIN ACTIVE DURING

INSULATION ABATEMENT, DEMOLITION, AND

RENOVATION PHASE ACTIVITIES.

5. WITHIN 5' 0" OF NEW WORK, CONTRACTOR SHALL

MAINTAIN AMBIENT TEMPERATURE AND HUMIDITY

CONDITIONS BELOW DEW POINT ON CHILLED

WATER PIPING PRIOR TO INSTALLING NEW

CHILLED WATER PIPING INSULATION.

SHEET KEYED NOTES#

1. DEMOLISH EXISTING INSULATION AND PROVIDE

NEW INSULATION ON EXISTING PIPING.

2. EXISTING PIPING TO BE DEMOLISHED UP TO CUP

TAP. PROVIDE CAP AND INSULATION.

4. PROTECT EXISTING INSULATION FROM DAMAGE.

INSULATION SHALL REMAIN ON EXISTING PIPING.

DOWN FROM CUP

10" XHPS

1" XHPS

6" XHPS

12" XHPS

1" XHPS

DOWN FROM CUP

10" XHPS

1" XHPS

6" XHPS

12" XHPS

1" XHPS 4

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C U s e rs \K

T O

N -T

H A

T \D o c u m e n ts \R e v it

L o c a l C o p y \6

-1

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M607

MECHANICAL SCHEMATICS

JohnsonDanforth & Associates

2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 BB MAB

STEAM SCHEMATIC DEMOLITION

STEAM SCHEMATIC RENNOVATION

SHEET KEYED NOTES#

GENERAL NOTES

1. THIS DRAWING DOCUMENT EXISTING FIELD

CONDITIONS BASED ON ORIGINAL DRAWINGS AND

LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EQUIPMENT LOCATIONS AND ARRANGMENT

PRIOR TO CONSTRUCTION.

2. REFRENCE M000 FOR ABBREVIATION AND SYMBOL

INFORMATION.

3. MISCELLANEOUS PIPING TO BE SUPPORTED

DURING CONSTRUCTION.

1. DEMOLISH EXISTING STEAM VALVE ON 12 INCH LINE.

2. REMOVE EXISTING STEAM VALVE. EXISTING STEAM VALVE TO

BE REFURBISHED AND TURNED OVER TO THE VA.

3. DEMOLISH EXISTING THERMAL EXPANSION JOINT ON 10 INCH

LINE.

4. PROVIDE NEW STEAM VALVE ON 12 INCH LINE.

5. PROVIDE NEW STEAM VALVE ON 10 INCH LINE.

6. PROVIDE NEW THERMAL EXPANSION JOINT ON 10 INCH LINE.

SIZE

2-1/2"

3" 4"

5" 6" 8"

10"

12"

FORGED FLANGE

PIPE INTERNAL

GUIDE RING

OVERALL LENGTH

MULTI-PLY BELLOWS

DRAIN PLUG INTERNAL STOP

O.D.

OVERALL

LENGTH

51"

51" 51"

51" 51"

53"

53"

53"

MAX

PSIG

AXIAL

COMP.

8"

8" 8"

8" 8"

8"

8"

8"

AXIAL

EXT.

1-1/2"

1-1/2" 1-1/2"

1-1/2" 1-1/2"

1-1/2"

1-1/2"

1-1/2"

OUTSIDE

DIAMETER

6-5/8"

10-3/4"

12-3/4"

14-1/2"

14"

16"

6-5/8"

10-3/4"

EFFECTIVE

AREA IN. SQ.

WEIGHT

(LBS.)

CL

HL W/O

INSULATION

B A

7"

BS MAX. BOLT

DIAMETER FOR STEEL

ATTACHMENT

2 1/2" FOR 4" MIN.

BEAM FLANGE

4 1/2" FOR 6"

MIN. OR WIDER

BEAM FLANGE

W

INSULATION TO

SURROUND PIPE,

CLAMPS, AND

ADJUSTABLE

PEDESTAL

PIPE

SIZE

(IN)

PIPE

HEIGHT

CL

(IN)

OVERALL

HEIGHT

W/O

INSULATION

(HL)

MAXIMUM

INSULATION

THICKNESS LOWER

POSITION

(HL)

A

(IN)

B

(IN)

W

(IN)

8 9 13.5 2.5 10.5 12.5 11.75

ASG LOWER POSITION CL AND HL

ASG

PIPE

SIZE

(IN)

RATED

BASE

MOUNTED

PIPE LOAD

(LBS)

8 3050

1. INSTALL PIPE GUIDE PARALLEL WITH PIPE.

2. INSTALL DIELECTRIC SPACERS IN COPPER OR

BRASS WATER OR STEAM SYSTEMS UNDER

CLAMPS ON TOP AND BOTTOM.

3. ALL COMPONENTS…