S02 SOL 0026 AttA-SOW.18.1a) 578-17-027 Replace Steam Pipe South Leg DWGS Vol 1Aof2 2023.04.21.pdf

LOCATION

PROJECT

N

PIT 5

Lot Tennessee

Parking Bldg 16

P a rk in g

B ld g

S o u th

Lot J South Parking

TH

S

TR

E E

T

LOT

OKLAHOMA

5TH AVENUE

TRIPP AVENUE

THE

AB

HOUSE

McDONALD

RONALD

HINES BOULEVARD

C

VAULT7

TH

S T.

TH

S T.

X

X

X

221A

21715

FR

EE

D O

M 'S

P

AT

H H

O U

SI

N

G

Basketball Court

FR

EE

D O

M 'S

P

AT

H

H O

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SI

N G

GARAGE

5TH AVENUE

VAULT 9

PIT 5

VAULT#10

VAULT#1

VAULT#11

VAULT#6

VAULT 8

BLDG 1

LOCATION

PROJECT

VAULT 9

LOCATION

PROJECT

STEAM TUNNEL

Lot G South Parking

CLIN 2A

LOCATION

PROJECT

CLIN 2A

LOCATION

PROJECT

CLIN 2B

Loyola Property

VAULT 9.1

VAULT 9.2

VAULT 5.1

VAULT 5.3

VAULT 5.2

LOCATION

PROJECT

BLDG 221

LOCATION

PROJECT

BLDG 217

CLIN 1

CLIN 1

CLIN 1Lot Tennessee

Lot Iowa (SCI)

North

Lot B Parking

Parking Bldg 16

Lot F

Parking Visitor

South

Parking

Bldg 2 South

Parking

Bldg 2 East

East Lot D

East Lot E

Lot J

South Parking

Lot G South Parking

North Lot C

17TH STREET

S H

O P

P A

R K

IN

G

INDIANA LOT

LOT

TEXAS

L O

T

O K

L A

H O

M A

LOT

FLORIDA

AIR MAIL ROAD

5TH

A

VE

N

U E

5TH

A

VE

N

U E

5TH

A

VE

N

U E

TR

IP

P A

VE

N

U E

TR

IP

P A

VE

N

U E

TH

E

A B

D E

F G

FIR

S

T A

VE

N U

E

SCOTT DRIVE

CROSSMAN CIRCLE

CROSSMAN CIRCLE

FE

A

R S

D R

IVE

WEST "B"STREET

ROOSEVELT RD.

H

IN

ES BO

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LEVARD

H O

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E M cD O

N A

LD

R

O N

A

LD

AIR MAIL ROAD

S

TO

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A G

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A S

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R Y

B

LD

G . 1

N

IN

TH

A

VE

N

U E

S C

O

TT D

R

IVE

13TH ST.

TR

IP

P A

VE

N

U E

M cC

O Y D

R

IVE

C

IR

C

LE

C R

O S

S M

A N

H

IN

E S

B O

U

LE

VA

R

D

C

17TH ST.

16TH ST.

15TH ST.

14TH ST.

XX

X X

X

X

P U

M P

H O

U S

E

A T&

T

C O

N

TR

A C

TO

R

P A

R K

IN

G

S

TO

R

A G

E

221A

Lot H

South Parking

U N

D E

R G

R O

U N

D S

TO

R

A G

E

TA

N K

U N

D E

R G

R O

U N

D S

TO

R

A G

E

TA

N K

FREEDOM'S PATH HOUSING 240

B asketball

C ourt

FREEDOM'S PATH 2 HOUSING 242

E

S

TA

TIO

N

G A

R A

G E

5TH

AVEN

U E

D E

TE

N

TIO

N

P O

N D

D E

TE

N

TIO

N

P O

N D

FEARS DRIVE

Loyola Property

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

4/21/23

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 015284/21/2023ISSUED FOR BID

LOCATION MAP

COVER SHEET, INDEX OF DRAWINGS AND

LOCATION PLAN

G001

General Drawings

G001 TITLE SHEET

G101 PHASING AND CONSTRUCTION SITE SHEET

Civil Drawings

Electrical Drawings

S001 SYMBOLS, NOTES AND ABBREVIATIONS

SS100 STRUCTURAL SITE PLAN- CLIN 1

SS101 STRUCTURAL KEY PLANS- BUILDING 217/221 AND WALKWAY

SS102 STRUCTURAL PLAN- ROOF BUILDING 217

SS103 STRUCTURAL PLAN -BUILDING 217/221 WALKWAY

SS104 STRUCTURAL SITE PLAN - ABOVE BUILDING 1 WALKWAY- FOUNDATION PLAN

SS105 STRUCTURAL SITE PLAN - ABOVE BUILDING 1 WALKWAY- ROOF PLAN

SS200 STRUCTURAL SITE PLAN - CLIN 2A

SS120 STRUCTURAL - CLIN 1 FNDT VAULT TRANSITION WITH BOX CONDUIT

SS121 STRUCTURAL - CLIN 1 PIPE ENCLOSURE

SS122 STRUCTURAL DETAILS - 217 RISER

SS123 STRUCTURAL DETAILS - 217 RISER

SS124 STRUCTURAL DETAILS - 217 RISER - ACM OPTION

SS130 ENLARGED VAULT DETAILS- FOUNDATION PLANS

SS131 ENLARGED VAULT DETAILS- ROOF PLANS

SS132 STRUCTURAL DEMOLITION AND NEW WORK PLAN - CLIN 1 @ VAULT 9

SS133 STRUCTURAL PIT 5 DEMO AND NEW WORK

SS134 BILCO ACCESS DOOR

SB502 CONCRETE SECTIONS AND DETAILS

SB503 CONCRETE SECTIONS AND DETAILS

SB504 STRUCTURAL SUPPORT DETAILS- ABOVE BUILDING 1 WALKWAY

SB505 STRUCTURAL SUPPORT DETAILS- ABOVE BUILDING 221/217 WALKWAY

SB506 STRUCTURAL SUPPORT DETAILS- ABOVE BUILDING 1 WALKWAY

SB507 STRUCTURAL SUPPORT DETAILS- ABOVE BUILDING 1 WALKWAY

SB508 STRUCTURAL - MISCELLANEOUS COLUMN WORK DETAILS

SB509 STRUCTURAL SUPPORT DETAILS - PIPE ANCHORS BUILDING 1 WALKWAY

SB509B STRUCTURAL SUPPORT DETAILS - PIPE ANCHORS BUILDING 1 WALKWAY

SB510 STRUCTURAL SUPPORT DETAILS - PIPE ANCHORS BUILDING 1 WALKWAY

SB510B STRUCTURAL SUPPORT DETAILS - PIPE SUPPORTS BUILDING 1 WALKWAY

SB511 STRUCTURAL SUPPORT DETAILS- PIPE ANCHORS BUILDING 217

SB512 STRUCTURAL SUPPORT DETAILS- PIPE SUPPORTS BUILDING 217

SB512B STRUCTURAL SUPPORT DETAILS - BUILDING 217 PS 1 SPRING CAN SUPPORT

SB513 STRUCTURAL SUPPORT DETAILS- PIPE SUPPORTS SCHEDULE

SB514 STRUCTURAL SUPPORT DETAILS- PIPE ANCHORS BUILDING 221

SB515 PIPE SUPPORTS AND MISCELLANEOUS DETAILS

SB516 STRUCTURAL DETAILS-217/221-WALKWAY ELEVATIONS

SB517 STRUCTURAL SUPPORT DETAILS - ABOVE BUILDING 1 WALKWAY

SB518 STRUCTURAL SUPPORT DETAILS - ABOVE BUILDING 1 WALKWAY - BENT 1

SB519 STRUCTURAL SUPPORT DETAILS - ABOVE BUILDING 1 WALKWAY

SB520 BOX CONDUIT ANCHORS ANC 9.3, ANC 9.4, ANC 09-X, ANC 09-Y

SB521 BOX CONDUIT ANCHORS ANC 09-A, ANC 09-B, ANC 05-1, ANC 05-2

SB522 VAULT 5.1, 5.2, 5.3 FLOOR ANCHORS

SB522B VAULT 5.2-3, 5.1-3, 5.3-4, 5.2-2 FLOOR ANCHORS

SB523 VAULT ANCHORS 5.3-1 AND 5.3-2

SB523B VAULT SUPPORTS 5.3-1 AND 5.3-2

SB524 VAULT ANCHORS 9.1-1 & 9.1-3

SB525 VAULT ANCHORS 9.1-2 & 9.1-4

SB526 VAULT ANCHORS 9.2-1 & 9.2-2

SB527 PIPE SUPPORT HANGER CLIN 1 (VAULT 9.1) & CLIN 2A (VAULT 5.3)

SB530 BOX CONDUIT CONNECTIONS TO VAULT 9

SB531 CONNECTION TO VAULT 7 TUNNEL

SB532 PIPE SUPPORT 82

SB533 STRUCTURAL TIE-IN TO BUILDING 217

SB700 WATERPROOFING SECTIONS AND DETAILS

DRAWING

NUMBER

DRAWING TITLE DRAWING TITLE

NUMBER

DRAWING DRAWING TITLEDRAWING

CS-001 CIVIL SHEET INDEX

CS-002 CIVIL NOTES AND LEGENDS

CS-100 EXISTING CONDITIONS PLAN - CLIN 1

CS-101 EXISTING CONDITIONS PLAN - CLIN 1

CS-200 SITE DEMOLITION PLAN - CLIN 2A

CD-100 SITE DEMOLITION PLAN- CLIN 1

CD-200 SITE DEMOLITION PLAN- CLIN 2A

CG-001 EROSION CONTROL NOTES AND DETAILS

CG-002 EROSION CONTROL NOTES AND DETAILS

CG-100 SITE GRADING, LANDSCAPING AND EROSION

CONTROL PLAN - CLIN 1

CG-101 SITE GRADING, LANDSCAPING AND EROSION

CONTROL PLAN - CLIN 1

CG-200 SITE GRADING, LANDSCAPING AND EROSION

CONTROL PLAN - CLIN 2A

CP-100 SITE PAVING & LAYOUT PLAN - CLIN 1

CP-101 SITE PAVING & LAYOUT PLAN - CLIN 1

CP-200 SITE PAVING & LAYOUT PLAN - CLIN 2A

CU-001 UTILITY INDEX PLAN

CU-002 ENLARGED UTILITY PLANS

CU-100 STEAM PLAN AND PROFILE - CLIN 1

CU-200 STEAM PLAN AND PROFILE - CLIN 2A

CU-201 STEAM PLAN AND PROFILE - CLIN 2A

CI-500 CIVIL DETAILS

CI-501 CIVIL DETAILS

M001 MECHANICAL, PLUMBING AND ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES

MI001 EXISTING CONDITIONS AND DEMO STEAM AND CONDENSATE DIAGRAM

MI002 NEW UPGRADES STEAM AND CONDENSATE DIAGRAM

MI003 STEAM AND CONDENSATE SCHEMATIC DIAGRAM CLIN 1

MI004 STEAM AND CONDENSATE SCHEMATIC DIAGRAM CLIN 2A

MI005 STEAM AND CONDENSATE SCHEMATIC DIAGRAM - ROOFTOP

MD100 MECH DEMOLITION PLAN - CLIN 1 VAULTS

MD101 MECH DEMOLITION PLAN - CLIN 1 VAULTS

MD200 MECH DEMOLITION PLAN - CLIN 2A VAULTS

MD201 MECH DEMOLITION PLAN - CLIN 2A VAULTS

MS100 MECHANICAL UNDERGROUND PLAN CLIN 1 VAULTS

MS101 MECHANICAL SITE PLAN - BUILDING 217/221

MS102 MECHANICAL SITE PLAN - ENLARGED BUILDING 217

MS103 MECHANICAL SITE PLAN - ENLARGED BUILDING 217/221 WALKWAY

MS104 MECH SITE PLAN - ENLARGED BUILDING 1 STEAM TIE IN

MS105 MECHANICAL SITE PLAN - ENLARGED BUILDING 221

MS106 MECHANICAL PLAN - BUILDING 1 ABOVE WALKWAY OPTION 1

MS107 MECH NEW WORK - STEAM DRIPS

MS108 MECHANICAL SECTIONS AND PROFILES

MS109 MECHANICAL SECTIONS AND PROFILES ABOVE GROUND NEW WORK

MS200 MECHANICAL SITE PLAN CLIN 2A - VAULTS

MS201 MECHANICAL SITE PLAN CLIN 2A - VAULTS

MS400 BOX CONDUIT SECTION AND VAULT DETAILS

MS401 ENLARGED PLANS, VAULT 9 DEMO AND NEW PLANS

MS402 VAULT 7 PIPING CONNECTIONS DETAILS

MS403 PIT 5 PIPING CONNECTIONS AND DETAILS

MS404 CLIN 1 - VAULT PIPING DETAILS

MS405 CLIN 2A - VAULT PIPING DETAILS

MS406 VAULT 7 PIPING CONNECTIONS - NEW TUNNEL CONNECTIONS

M500 MECHANICAL DETAILS- SHEET 1

M501 MECHANICAL DETAILS- SHEET 2

M502 MECHANICAL DETAILS- SHEET 3

M503 MECHANICAL DETAILS- SHEET 4

M601 SCHEDULES ANCHORS AND EXPANSION JOINTS

M602 SCHEDULES STEAM TRAPS AND PIPE SPRING HANGER

M700 CONTROLS

Mechanical Drawings

E001 SYMBOLS, NOTES, AND ABBREVIATIONS

ES001 ELECTRICAL SITE PLAN - BOILER PLANT 205 TO CLIN 1 - UNDERGROUND

E100 ELECTRICAL SITE PLAN - CLIN 1 UNDERGROUND

E200 ELECTRICAL SITE PLAN - CLIN 2A UNDERGROUND

EP500 ELECTRICAL POWER DETAILS

EP600 ELECTRICAL POWER SCHEDULES

EP601 ELECTRICAL POWER ELECTRICAL SCHEMATIC

Structural Drawings

Edward Hines Jr. VA Medical Center Replace Steam Pipe- South Leg

Hines, Illinois

CONTRACT NO. 36C25219D0017

PROJECT NO. 578-17-027

VOLUME 1 DRAWING PACKAGE VOLUME 2 DRAWING PACKAGE

AMH DS

P001 SYMBOLS, NOTES, AND ABBREVIATIONS

PL100 PLUMBING SITE PLAN CLIN 1 - VAULTS

PL200 PLUMBING SITE PLAN CLIN 2A - VAULTS

PL500 PLUMBING DETAILS

Plumbing Drawings

Architectural Drawings

A001 GENERAL NOTES AND ABBRIVIATIONS

A100 OVERALL ROOF PLAN

A100.1 OVERALL ROOF PLAN

A101 DETAIL PLANS AT SOUTH ENCLOSURE

A102 DETAIL PLANS AT SOUTH ENCLOSURE

A200 ELEVATIONS

A300 SECTIONS

A400 SECTIONS - SOUTH ENCLOSURE

A401 SECTIONS - SOUTH ENCLOSURE

A500 EXTERIOR PERSPECTIVES

VICINTY MAP

CAMPUS MAP

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

ISSUED FOR BID

LOCATION

PROJECT

N

PIT 5

Lot Tennessee

Parking Bldg 16

P a rk in g

Lot J South Parking

LOT

OKLAHOMA

L O

T F

L O

R

ID

A

VAULT#10

VAULT#1

VAULT#6

BLDG 1

LOCATION

PROJECT

VAULT 9

LOCATION

PROJECT

STEAM TUNNEL

BLDG 217

LOCATION, POINT

& 1ST FLR BLDG 221

Lot G South Parking

MECHANICAL ROOM

WALKWAY INSTALL

BUILDING 1

PHASE 1C

BOX CONDUIT

UNDEGROUND

PHASE 1

UNDEGROUND

PHASE 2 &3

CLIN 1

CLIN 1

CLIN 1

CLIN 1

CLIN 1

CLIN 1

CLIN 2A

LOCATION

PROJECT

CLIN 2A

ABOVE GROUND TO UNDERGROUND

PHASE 1

CLIN 1

FINAL CONNECTIONS

DEMO

DEMO

CLIN 1

PHASE 2

Loyola Property

OF CONNECTION TIE IN

LOCATION, POINT

STEAM RISER FLANGE

OF CONNECTION TIE IN

UNDERGROUND STEAM DEMO

BUILDING 1

PHASE 2 & 3

CLIN 1

PHASE 1

PHASE 1

PHASE 2

CLIN 1

DEMO

PHASE 1B

PHASE 1B

PHASE 1B

PHASE 2 &3

CLIN 2a

DEMO

LIMITS

CONSTRUCTION

LIMITS WITHIN BUILDING 27 PARKING LOT

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTIONLIMITS

CONSTRUCTION

LOCATION, POINT

MECHANICAL 1ST FLOOR PRV

CLIN 1

OF CONNECTION TIE IN BUILDING 1

PHASE 2 &3

CLIN 1

DEMO

PHASE 2 &3

CLIN 2a

DEMO

PHASE 2 &3

CLIN 2a

DEMO

PHASE 2 &3

DEMO

PHASE 1B

PHASE 1B

PHASE 1B

electrical work undergroundLIMITS

CONSTRUCTION

PHASING AND CONSTRUCTION SITE SHEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

4/21/23

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 015284/21/2023ISSUED FOR BID G101

AMH DS

AutoCAD SHX Text MECHANICAL GENERAL NOTES: 1. CONTRACTOR TO REQUEST ALL SHUTDOWNS IN WRITING , SIX WEEKS CONTRACTOR TO REQUEST ALL SHUTDOWNS IN WRITING , SIX WEEKS PRIOR TO REQUESTS FOR SHUTDOWN OF ANY MECHANICAL OR ELECTRICAL SYSTEMS. 2. PROJECT DOCUMENTS CONTAIN AN ATTEMPT TO LOCATE UNDERGROUND PROJECT DOCUMENTS CONTAIN AN ATTEMPT TO LOCATE UNDERGROUND UTILITIES AS WELL AS DEPTHS THAT WILL IMPACT UNDERGROUND ROUTING OF STEAM, CONCRETE BOX CONDUIT AND LOCATING VAULTS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO HIRE UNDERGROUND LOCATING SERVICES SUCH AS BLOODHOUND OR ANY COMPARABLE COMPANY WITH EXPERIENCE AND KNOWLEDGE IN PROVIDING POTHOLING SERVICES. ADDITIONAL SOIL SAMPLE POINTS/BORING REPORTS/ GEOTECHNICAL INVESTIGATIONS IN THE DEFINED CONSTRUCTION AREA REQUIRED OR NECESSARY REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ANY RESTORATION OF AREAS AFFECTED BY INVESTIGATION SERVICES SHALL REMAIN RESPONSIBILITY OF CONTRACTOR. 3. CONSTRUCTION MUST BE PHASED SUCH THAT EXISTING STEAM AND CONSTRUCTION MUST BE PHASED SUCH THAT EXISTING STEAM AND CONDENSATE LINES REMAIN ACTIVE DURING THE INSTALLATION OF THE NEW PIPE. FINAL CUTOVER WILL TAKE PLACE OVER THE COURSE OF WEEKENDS. 3.1. FOR CLIN 1, REQUIRES TIE IN TO POINT OF CONNECTION WORK TO FOR CLIN 1, REQUIRES TIE IN TO POINT OF CONNECTION WORK TO BOTH BUILDING 217 AND 221, VAULT 9 AND VAULT 7 3.1.1. THE VA WILL BE WITHOUT STEAM. WEEKEND WORK FROM 8 PM THE VA WILL BE WITHOUT STEAM. WEEKEND WORK FROM 8 PM ON FRIDAY TO 10 PM ON SUNDAY SHOULD BE COORDINATED WITH OTHERS ESPECIALLY WITH VETERANS AFFAIRS STAFF AND PATIENT OPERATIONS. 3.1.2. ADDITIONAL SCHEDULING CONSIDERATIONS AND PHASING OF TIE ADDITIONAL SCHEDULING CONSIDERATIONS AND PHASING OF TIE IN SHUTDOWN IS PROPOSED IN THE MEANS WHERE THE FLOW IS LOWEST DURING THE SUMMER. SHUTDOWN OF THE SYSTEM AT THE BUILDINGS AND VAULTS SHALL MAKE TEMPORARY VALVE CONNECTIONS INTO THE EXISTING FOR FUTURE PHASING CONNECTIONS 3.2. FOR CLIN 2A, BUILDINGS 215, 48, 37, AND 20 WILL BE WITHOUT FOR CLIN 2A, BUILDINGS 215, 48, 37, AND 20 WILL BE WITHOUT STEAM. THE WORK MAY BE SCHEDULED DURING THE SUMMER MONTHS MAY 15 TO OCTOBER 15 (PLUS OR MINUS ONE DAY) WHEN PERIODS OF STEAM LOAD WILL BE SHUTDOWN. 4. STEAM PRESSURE AT THE LOCATION OF THIS PROJECT IS STEAM PRESSURE AT THE LOCATION OF THIS PROJECT IS APPROXIMATELY 120 PSIG. ALL STEAM SUPPLY COMPONENTS MUST BE RATED AT 150 PSIG MINIMUM. STEAM SUPPLY TEMPERATURE RATED IMUM. STEAM SUPPLY TEMPERATURE RATED 400 DEG F MAX. 5. IN CASE OF DEVIATION FROM THE DESIGN DUE TO UNFORESEEN IN CASE OF DEVIATION FROM THE DESIGN DUE TO UNFORESEEN CONDITION, THE CONTRACTOR TO PROPOSE REVISIONS, RE-ENGINEER AND CONDUCT STRESS ANALYSIS TO PRESENT CHANGES AND ANALYSIS FOR AE APPROVAL.

AutoCAD SHX Text CONTRACTOR IS REPONSIBLE FOR THE CONSTRUCTION SCHEDULE AND THEIR MEANS AND METHODS OF CONSTRUCTION. FOLLOWING IS A SUGGESTED DEMOLITION AND CONSTRUCTION PHASING SEQUENCE: NOTES APPLY TO ALL SUB-PHASES AS HIGHLIGHTED IN CLIN 1 AND 2A PHASE 1 CLIN1 - MAIN PROJECT EXCAVATION AND STEAM LINE INSTALL 1. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL PERFORM THE NECESSARY REQUIRED INVESTIGATION(S) TO SUPPLEMENT THE INFORMATION SOIL REPORT PROVIDED IN SPECIFICATION 33 63 00. CONVERSION OF THE SOIL BORING ELEVATIONS IN THE GEOTECHNICAL INVESTIGATION SHALL BE CONVERTED TO CROSS REFERENCE ELEVATIONS AS SHOWN IN THE DRAWINGS WHERE DATUMS MAY DIFFER. 2. CONTRACTOR TO PLACE ALL TRAFFIC CONTROL MARKERS, SIGNAGE, CONTRACTOR TO PLACE ALL TRAFFIC CONTROL MARKERS, SIGNAGE, SOIL AND EROSION CONTROLS. 3. CONTRACTOR TO EXCAVATE, TRENCH AND REMOVE ALL ITEMS ON SITE CONTRACTOR TO EXCAVATE, TRENCH AND REMOVE ALL ITEMS ON SITE SHOWN TO BE DEMOLISHED IN SOIL AND CONCRETE STRUCTURES. 4. CONTRACTOR TO INSTALL STEAM LINE BOX CONDUIT SECTIONS AND CONTRACTOR TO INSTALL STEAM LINE BOX CONDUIT SECTIONS AND VAULTS AS REQUIRED IN AREAS AFTER EXCAVATION AND SHORING SAFELY AS REQUIRED PER OSHA, HINES VA AND STATE CODES. 5. CONTRACTOR TO INSTALL NEW VAULTS WITH ALL PIPING, ELECTRICAL, CONTRACTOR TO INSTALL NEW VAULTS WITH ALL PIPING, ELECTRICAL, PUMP AND CONTROLS REQUIRED IN AREA SHOWN IN THE PLANS AND DETAILS. 6. CONTRACTOR TO CORE DRILL THROUGH EXISTING OR REMOVE PORTIONS CONTRACTOR TO CORE DRILL THROUGH EXISTING OR REMOVE PORTIONS OF VAULT 9 IN ORDER TO CONNECT NEW BOX CONDUIT AS SHOWN ON THE STRUCTURAL DRAWINGS. SEE NOTES FOR FURTHER INFORMATION ON MECHANICAL AND STRUCTURAL DESIGN DRAWINGS. FIELD VERIFY FINAL LOCATIONS AND DEPTHS FOR ANY DISCREPANCIES. PHASE 1B CLIN 2A - STEAM LINE CONNECTIONS TO EXISTING. SEE GENERAL NOTE 3 FOR OVERALL TIME ALLOWANCE 7. UPON SHUTDOWN APPROVAL, CONTRACTOR TO CUT EXISTING STEAM UPON SHUTDOWN APPROVAL, CONTRACTOR TO CUT EXISTING STEAM AND CONDENSATE SYSTEM PIPING AND CASINGS. FIELD VERIFY ALL FINAL LOCATIONS AND DEPTHS FOR ANY DISCREPANCIES 8. CONTRACTOR MAKE NEW TIE INS WHERE SHOWN AND FOLLOWING CONTRACTOR MAKE NEW TIE INS WHERE SHOWN AND FOLLOWING RECOMMENDATIONS OF THE MANUFACTURER PHASE 1C CLIN 1 BUILDING 1 WALKWAY - STRUCTURAL WORK INSTALLATION STEAM LINE CONNECTIONS TO EXISTING. 9. UPON BUILDING 217 & 221 PHASE 1 WORK COMPLETION, CONTRACTOR UPON BUILDING 217 & 221 PHASE 1 WORK COMPLETION, CONTRACTOR TO CUT & DEMO WITHIN VAULT 7 TUNNEL ALL EXISTING STEAM AND CONDENSATE PIPING IN ADDITION TO ALL ABANDONED CONDUIT. FIELD VERIFY ALL FINAL LOCATION FOR ANY DISCREPANCIES. 10. CONTRACTOR TO DEMO ALL UNDERGROUND STEAM AND CONDESATE CONTRACTOR TO DEMO ALL UNDERGROUND STEAM AND CONDESATE PIPING RUNNING NORTH & SOUTH FROM VAULT 7 TUNNEL TO PIT 1. STEAM AND CONDENSATE LINES LOCATED UNDER STRUCTURES TO BE FILLED WITH FLOWABLE FILL. 11. MAKE NEW TIE INS WHERE SHOWN. MAKE NEW TIE INS WHERE SHOWN. PHASE 2 - EXISTING STEAM DEMO 12. ONCE NEW CONNECTIONS HAVE BEEN ESTABLISHED AND OPERATING ONCE NEW CONNECTIONS HAVE BEEN ESTABLISHED AND OPERATING UNDER SATISFACTORY CONDITIONS, CONTRACTOR TO REMOVE EXISTING STEAM MANHOLES INCLUDING ALL PIPING, PUMPS, AND ELECTRICAL 13. CONTRACTOR TO REMOVE AND DEMOLISH EXISTING PIPE MADE CONTRACTOR TO REMOVE AND DEMOLISH EXISTING PIPE MADE OBSOLETE OR ABANDONED TO THE GREATEST EXTENT POSSIBLE WITHIN BUILDING 221. 14. CONTRACTOR TO REMOVE AND DEMOLISH EXISTING PIPE AND PITS CONTRACTOR TO REMOVE AND DEMOLISH EXISTING PIPE AND PITS MADE OBSOLETE OR ABANDONED TO THE GREATEST EXTENT POSSIBLE. FILL IN REMAINDER OF PIPE TO REMAIN WITH FLOWABLE FILL. PHASE 3 - RESTORATION 15. CONTRACTOR TO BACKFILL ALL EXCAVATED AREAS INCLUDING CONTRACTOR TO BACKFILL ALL EXCAVATED AREAS INCLUDING REMOVED PITS AND ALL UNDERGROUND STEAM AND CONDENSATE PIPING WHERE SHOWN. USE WITH MINIMUM 2" CLEAN FILL. MATCH GRADIENT WITH THE SURROUNDING FLOW PATTERNS. 16. CONTRACTOR TO RESTORE, RESEED, AND RECOMMISSION ALL REMOVED CONTRACTOR TO RESTORE, RESEED, AND RECOMMISSION ALL REMOVED SOIL, ASPHALT, CONCRETE, CURB, ELECTRICAL POLE, AND OTHER ITEMS TO CORRESPOND WITH EXISTING APPEARANCE AND FUNCTIONALITY PER SPECIFICATIONS.

AutoCAD SHX Text CIVIL GENERAL NOTES: 1. CONTRACTOR TO EXCAVATE, TRENCH AND REMOVE ALL ITEMS ON SITE CONTRACTOR TO EXCAVATE, TRENCH AND REMOVE ALL ITEMS ON SITE SHOWN TO BE REMOVED. 2. REMOVE CONCRETE SIDEWALK, CURB AND ASPHALT DRIVE WHERE REMOVE CONCRETE SIDEWALK, CURB AND ASPHALT DRIVE WHERE SHOWN. REMOVE SIDEWALKS TO THE NEAREST CONTROL JOINTS. CONCRETE CAN BE CRUSHED INTO AGGREGATE TO BE MIXED INTO SOIL FOR STRUCTURAL FILL. VERIFY EXTENT OF ASPHALT REMOVAL BASED ON STEAM PIPING FIELD JOINING WORK. 3. REMOVE ALL GRAVEL/RIVER ROCK SHOWN TO BE REMOVED. BASE REMOVE ALL GRAVEL/RIVER ROCK SHOWN TO BE REMOVED. BASE GRAVEL TO BE REMOVED IS TO BE STOCKPILED WITH CRUSHED RUBBLE AS NOTED. 4. ALL TREES TO REMAIN TO HAVE TREE PROTECTION. TREE PROTECTION ALL TREES TO REMAIN TO HAVE TREE PROTECTION. TREE PROTECTION TO REMAIN UNTIL COMPLETION OF CONSTRUCTION. A MINIMAL AMOUNT OF DISTURBANCE MUST BE MAINTAINED WHEN WORKING WITHIN TREE PROTECTION AREAS; FENCING TO BE UP WHEN AREAS ARE NOT BEING WORKED ON. 5. CONTRACTOR WOULD NEED TO COORDINATE SHUTDOWN OF STREET CONTRACTOR WOULD NEED TO COORDINATE SHUTDOWN OF STREET ACTIVITIES WITH INSTALLATION OF PIPING BOX CONDUIT. 5TH AVE AND TRIPP AVE CAN ONLY BE SHUTDOWN ONE LANE AT A TIME FOR CLIN 2A WORK. COORDINATION OF TRAFFIC CONTROL AND PACE BUS REROUTE OR LANE DIVERSIONS SHOULD BE PLANNED AND A FOUR WEEK NOTICE GIVEN. 6. WHEN EXCAVATING FOR NEW BOX CONDUIT IN BUILDING 37 PARKING WHEN EXCAVATING FOR NEW BOX CONDUIT IN BUILDING 37 PARKING LOT; CONTRACTOR TO PROVIDE APPROPRIATE MEASURES TO REMOVE COAL CONTAMINATED SOIL. 7. LIMITS OF CONSTRUCTION INCLUDE ALLOWANCE FOR EXCAVATION, LIMITS OF CONSTRUCTION INCLUDE ALLOWANCE FOR EXCAVATION, BACKHOES, AND TEMPORARY FENCING. 8. CONTRACTOR TO REVIEW CONSTRUCTION LIMITS AND PROVIDE FOR CONTRACTOR TO REVIEW CONSTRUCTION LIMITS AND PROVIDE FOR ALLOWANCES FOR TEMPORARY FENCING, EXCAVATION AND SHORING FOR VAULTS AND BOXED CONDUIT USING BACK HOE OR OTHER EXCAVATING EQUIPMENT

AutoCAD SHX Text ELECTRICAL GENERAL NOTES: 1. CONTRACTOR TO REQUEST ALL SHUTDOWNS IN WRITING , SIX WEEKS CONTRACTOR TO REQUEST ALL SHUTDOWNS IN WRITING , SIX WEEKS PRIOR TO REQUESTS FOR SHUTDOWN OF ANY MECHANICAL OR ELECTRICAL SYSTEMS. 2. PROJECT DOCUMENTS CONTAIN AN ATTEMPT TO LOCATE UNDERGROUND PROJECT DOCUMENTS CONTAIN AN ATTEMPT TO LOCATE UNDERGROUND UTILITIES AS WELL AS DEPTHS THAT WILL IMPACT UNDERGROUND ROUTING OF POWER, FOR BOTH DIRECT BURY AND CONCRETE ENCASED DUCT BANKS WHEN CROSSING HEAVILY TRAVELED ROADS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO HIRE UNDERGROUND LOCATING SERVICES SUCH AS BLOODHOUND OR ANY COMPARABLE COMPANY WITH EXPERIENCE AND KNOWLEDGE IN PROVIDING SURVEYING SERVICES. ANY RESTORATION OF AREAS AFFECTED BY INVESTIGATION SERVICES SHALL REMAIN RESPONSIBILITY OF CONTRACTOR. 3. CONSTRUCTION MUST BE PHASED SUCH THAT EXISTING ELECTRICAL CONSTRUCTION MUST BE PHASED SUCH THAT EXISTING ELECTRICAL WORK IN BUILDING 205 - BOILER PLANT TIE IN TO COINCIDE WITH SUMP PUMP, POWER AND LIGHTING WITHIN THE VAULTS. FINAL ELECTRICAL ENERGIZING WILL TAKE PLACE OVER THE COURSE OF WEEKENDS. 3.1.1. FOR CLIN 1, REQUIRES TIE IN TO POINT OF CONNECTION WORK FOR CLIN 1, REQUIRES TIE IN TO POINT OF CONNECTION WORK TO BOX CONDUIT AT VAULT 9. ALL OTHER ELECTRICAL WORK SHOULD BE COORDINATED WITH OTHER CIVIL,MECHANICAL, STRUCTURAL AND PLUMBING TRADES. 3.1.2. ADDITIONAL SCHEDULING CONSIDERATIONS AND PHASING OF TIE ADDITIONAL SCHEDULING CONSIDERATIONS AND PHASING OF TIE IN SHUTDOWN FOR ELECTRICAL POWER; ROUTING OF DIRECT BURY AND CONCRETE ENCASED DUCT BANKS FROM THE PROPOSED AREA SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE VA. 3.1.3. ROAD CLOSURES SHALL FOLLOW THE SAME PROTOCOL AT ROAD CLOSURES SHALL FOLLOW THE SAME PROTOCOL AT TRIPP AVE FOR STEAM AND CONDENSATE BOX CONDUIT INSTALLATIONS. 4. IN CASE OF DEVIATION FROM THE DESIGN DUE TO UNFORESEEN IN CASE OF DEVIATION FROM THE DESIGN DUE TO UNFORESEEN CONDITIONS, THE CONTRACTOR TO PROPOSE REVISIONS, RE-ENGINEER AND CONDUCT LINE AND LOAD CALCULATIONS TO PRESENT CHANGES AND ANALYSIS FOR AE APPROVAL. 5. COINCIDE RESTORATION OF PARKING LOT/PAVING AND SOD/SEEDING COINCIDE RESTORATION OF PARKING LOT/PAVING AND SOD/SEEDING DURING PHASE 3.

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SITE PLAN

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17TH STREET

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AIR MAIL ROAD

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5TH AVENUE

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TRIPP AVENUE

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THE

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FIRST AVENUE

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HOUSE

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RONALD

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AIR MAIL ROAD

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STORAGE

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MASONRY

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HINES BOULEVARD

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VAULT7

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17TH ST.

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16TH ST.

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FREEDOM'S PATH HOUSING 240

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FREEDOM'S PATH 2 HOUSING 242

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E85 STATION

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GARAGE

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5TH AVENUE

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DETENTION POND

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VAULT 9

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PIT 5

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VAULT 8

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VAULT 9.1

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VAULT 9.2

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VAULT 5.1

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VAULT 5.3

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VAULT 5.2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

12/16/22

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 0152812/16/2022ISSUED FOR BID

@ AT

GB GYPSUM BOARD

M-14A

OFFICE

101-1

DTL DETAIL

W/ WITH

WD WOOD

W/O WITHOUT

WP WORK POINT

WPR WATERPROOFING

WVNR WOOD VENEER

WC WATER CLOSET

UNF UNFINISHED

EQ EQUAL

NTS NOT TO SCALE

VB VINYL BASE

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

VEST VESTIBULE

VERT VERTICAL

OPNG OPENING

OPP OPPOSITE

OA OVERALL

OC ON CENTER

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

TLT TOILET

T TREAD

THK THICK

TYP TYPICAL

TS TUBE STEEL

TT TRAFFIC TOPPING

TEL TELEPHONE

TEF TOILET EXHAUST FAN

T/ TOP OF

NOM NOMINAL

NO NUMBER

MIN MINIMUM

MTL METAL

ELEV ELEVATOR

EL ELEVATION

DWG DRAWING

EA EACH

ECP EXPOSED CONSTRUCTION PAINTED

EFTS EXPANDING FOAM TAPE SEALANT

EPEJF EXPANDED POLYETHYLENE JOINT FILLER

EC EXPOSED CONSTRUCTION

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NC NOISE CRITERIA

MO MASONRY OPENING

MISC MISCELLANEOUS

RFS ROOM FINISH SCHEDULE

CLO CLOSET

ID INSIDE DIAMETER

SSS SILICONE SANITARY SEALANT

STL STEEL

STN STAIN

SV SHEET VINYL

SUSP SUSPENDED

STOR STORAGE

STRUCT STRUCTURAL

ST SEALANT TAPE

STD STANDARD

2A3A

LAV LAVATORY

CMU CONCRETE MASONRY UNIT

MECH MECHANICAL

MED MEDIUM

MH MANHOLE

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

CPT CARPET

CO CLEAN OUT

CT CERAMIC TILE

DIA DIAMETER

DIM DIMENSION

DN DOWN

DF DRINKING FOUNTAIN

CMUP CMU PAINTED

LP LOW POINT

MFR MANUFACTURER

SIM SIMILAR

SHT SHEET

SQ SQUARE

SECT SECTION

SPEC SPECIFICATION

SS STAINLESS STEEL

SRS SILICONE RUBBER SEALANT

JT JOINT

LAM LAMINATED

IN INCH

INSUL INSULATION

INT INTERIOR

INFO INFORMATION

CORR CORRIDOR

CONT CONTINUOUS

COL COLUMN

CLG CEILING

CONCR CONCRETE

CONTR CONTRACTOR

CONCP CONCRETE PAINTED

CLR CLEAR OPENING

CONST CONSTRUCTION

JC JANITORS CLOSET

JB JUNCTION BOX

R RISER

HNCG HOLLOW NEOPRENE

RM ROOM

RBC RUBBERIZED BITUMINOUS COMPOUND

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

RO ROUGH OPENING

RB RESILIENT BASE

RD ROOF DRAIN

HORIZ HORIZONTAL

HT HEIGHT

HR HOURS

HP HIGH POINT

BLDG BUILDING

CL CENTER LINE

CB CERAMIC BASE TILE

C/C CENTER TO CENTER

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CH LNK CHAIN LINK FENCE

CJF CORK JOINT FILLER

HSKP HOUSEKEEPING

HM HOLLOW METAL

INCAND INCANDESCENT

A000

(TWO PART)

PT PAINTED

PSI POUNDS PER SQUARE INCH

2-PUMS POLYURETHANE SEALANT

PVF POLYVINYLIDINE FINISH

QT QUARRY TILE

QTY QUALITY

QUANT QUANTITY

GL GLASS

HDW HARDWARE

GRND GROUND

BRK BRICK

BLK BLOCK

B/ BOTTOM OF

BD BOARD

BJF BITUMINOUS JOINT FILLER

BMT BUTYLMASTIC TAPE SEALANT

BRS BUTYL RUBBER SEALANT

BOH BACK OF HOUSE

GLB GLAZED BLOCK

GC GENERAL CONTRACTOR

GYP BD GYPSUM BOARD

GBP GYPSUM BOARD PAINTEDEQUIPMENT / FURNITURE TAG

PLYWOOD

CONSTRUCTION KEY NOTE

BRICK

ALUMINUM

FINISHED WOOD

BATT INSULATION

DOOR AND FRAME

CARPET

WALL TYPE TAG

DOOR TAG

ROOM NAME AND NUMBER

GLASS

ACOUSTICAL TILE

MORTAR / SETTING BED

CONCRETE

DRYWALL

MEMBRANE GASKET

STEEL / STAINLESS STEEL

ELEVATION

DETAIL

A000

PBMR PRESHIMMED BUTYL MASTIC

ADJ ADJUSTABLES

FD FLOOR DRAIN

PERP PERPENDICULAR

PL PLASTIC

PLAM PLASTIC LAMINATE

PR PAIR

PLBG PLUMBING

PLWD PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PL PLATE

FIN FINISH

ALUM ALUMINUM

AFF ABOVE FINISHED FLOOR

ALS ACRYLIC LATEX SEALANT

GALV GALVANIZED

FLR FLOOR

GA GAUGE

APC ACOUSTICAL PANEL CEILING

A0RA AREA OF RESCUE ASSISTANCE

AP ACCESS PANEL

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ANOD ANODIZED

FDV FIRE DEPARTMENT VALVE

FLUOR FLUORESCENT

FHC FIRE HOSE CABINET

FEC FIRE EXTINGUISHER CABINET

PARTN PARTITION

AD AREA DRAIN

FC FOOT CANDLES

CONCRETE MASONRY UNITSEALANT AND BACKER ROD

RIGID INSULATION

SECTION1

WOOD BLOCKING

COMPRESSION GASKET

SYMBOLS

ARCHITECTURAL

MATERIAL SYMBOLS

ARCHITECTURAL

1A DEMOLITION KEY NOTE

SSD SEE STRUCTURAL DRAWINGS

ARCHITECTURAL ABBREVIATIONS

WALLS

VISION LITE TAG107-A

A000

SPECIAL SAFETY NOTICE

ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES

WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE

COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR

EMPLOYEES AS WELL AS ALL OTHERS AND IN THE CARE OF THE PROPERTY.

EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR

EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY

WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL

REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER

GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR OR

SUBCONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND

FULL RESPONSIBILITY FOR ACCIDENTS, INJURIES, AND/OR DAMAGES.

IF UNSATISFIED, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE

THE ACTIONS AND/OR DEVICES NECESSARY TO RENDER THE JOB-SITE SAFE.

IF THE WORK OF OTHER PARTIES IS, UPON INSPECTION, FOUND AT ANY TIME

TO BE UNSAFE THE CONTRACTOR OR SUBCONTRACTOR SHALL IMMEDIATELY

STOP ALL WORK AND NOTIFY THE GENERAL CONTRACTOR, ARCHITECT AND

OWNER. THE BID SUBMISSIONS AND BEGINNING OF WORK SHALL INDICATE

ACKNOWLEDGMENT AND ACCEPTANCE OF THESE REQUIREMENTS.

GENERAL NOTES TO CONTRACTOR(S)

APPLIES TO ALL CONTRACTORS

A. ALL WORK SHALL BE COMPLETED ACCORDING TO ALL PUBLISHED

APPLICABLE LOCAL STATE FEDERAL AND NATIONAL CODES AND ORDINANCES.

B. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE

AND WORKMAN'S COMPENSATION INSURANCE. CONSULT OWNER FOR EXACT

COVERAGE REQUIRED.

C. EACH CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS.

CHECK, PRIOR TO COMMENCEMENT OF WORK, FOR SPACE REQUIREMENTS

WITH ALL OTHER TRADES.

D. RELOCATION OF DUCTS, PIPING, CONDUIT, ELECTRICAL BOXES WHICH MAY

ALTER THE ARCHITECTURAL OR STRUCTURAL CONSTRUCTION MUST BE

APPROVED BY THE ARCHITECT, PRIOR TO RELOCATION. NO EXTRA PAYMENT

WILL BE ALLOWED FOR WORK RESULTING FROM THESE CHANGES, WITHOUT

APPROVALS.

E. EXAMINATION OF THE DRAWINGS, SPECIFICATIONS AND SITE: BEFORE

SUBMITTING A BID, THE BIDDERS SHALL CAREFULLY EXAMINE THE DRAWINGS

AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE

REQUIREMENTS. THE BIDDER SHALL VISIT THE SITE OF THE WORK TO BECOME

ACQUAINTED WITH ALL THE CONDITIONS AFFECTING THE CONTRACT,

OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER CONDITIONS

RELATIVE TO THE WORK TO BE PERFORMED: AND, IF AWARDED THE

CONTRACT, SHALL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON

OF ANY UNFORESEEN DIFFICULTIES OR OBSTACLES WHICH THE BIDDER

COULD HAVE DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO THE

BUILDING. SHOULD ANY DISCREPANCIES, ERRORS, CONFLICT OR ITEMS

NEEDING CLARIFICATION BE DISCOVERED IN THE PLANS AND/OR

SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO

SUBMITTING A BID AND BEFORE STARTING WORK.

F. CONTRACTOR'S SUPERVISION: EACH CONTRACTOR SHALL MAINTAIN A

COMPETENT FOREMAN OR DIRECT REPRESENTATIVE ON THE JOB AT ALL

TIMES. THE CONTRACTOR SHALL COOPERATE WITH THE SUPERINTENDENT

AND FOREMEN OF OTHER TRADES IN ORDER THAT THERE MAY BE NOT DELAY

IN THE ERECTION AND COMPLETION OF THE WORK.

1. THE DRAWINGS DO NOT PRESENT FULLY DETAILED ASPECTS OF THE

EXISTING PHYSICAL CONDITIONS. THE INSTALLATION CONTRACTOR SHALL

BE RESPONSIBLE TO VISUALLY IDENTIFY INTERFERENCES AND TO MAKE

NECESSARY ADJUSTMENTS IN THE FIELD.

2. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY DISCREPANCIES AND

BRING THEM TO THE ATTENTION OF THE DEPARTMENT OF VETERANS

AFFAIRS (V.A.) REPRESENTATIVES AS SOON AS POSSIBLE DURING BIDDING

TO OBTAIN GUIDANCE. THIS SHALL NOT ALLEVIATE THE INSTALLATION

CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONING

SYSTEM.

3. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN INSTRUCTIONS FROM THE

DEPARTMENT OF VETERANS AFFAIRS REPRESENTATIVES FOR SPECIAL

WORKING CONDITIONS SUCH AS ALLOWABLE WORK PERIODS, RESTRICTIONS

ON TOOL USAGE, AND INSTALLATION PROCEDURES.

4. ALL WALL PENETRATIONS SHALL BE IMMEDIATELY PATCHED/REPAIRED

AFTER DUCTWORK/PIPING/CONDUIT IS INSTALLED OR REMOVED.

5. ALL ITEMS SHOWN ON THE DRAWINGS TO BE DEMOLISHED SHALL BE TAKEN

OFF SITE FOR DISPOSAL BY CONTRACTOR UNLESS INDICATED OTHERWISE.

6. THE DRAWINGS ARE PREPARED TO FUNCTIONALLY INTEGRATE SPECIFIC

VENDORS, AS INDICATED IN THE EQUIPMENT SCHEDULES. THE VA HAS NOT

CONTRACTED THESE VENDORS. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO EXAMINE THE PHYSICAL AND SCHEMATIC INTERFACE

REQUIREMENTS OF THE APPROVED VENDOR, DEVELOP AND IMPLEMENT

REQUIRED CONSTRUCTION DETAILS TO COMPLETE THE PROJECT.

SUBSTITUTIONS TO BE IDENTIFIED WITH THE BIDS.

7. CONTRACTOR SHALL PERFORM A HEALTH RISK ASSESSMENT TO DETERMINE

DUST CONTROL, NOISE CONTROL AND OTHER ENVIRONMENTAL CONTROLS

DURING THE WORK. VA ENGINEER WILL ASSIST IN COMPLETION.

ASSESSMENT CONTROLS TO BE INCLUDED IN BID.

GENERAL PROJECT NOTES

AutoCAD SHX Text

ISSUED FOR BID

AutoCAD SHX Text

ARCHITECTURAL GENERAL NOTES, SYMBOLS

AutoCAD SHX Text A001

AutoCAD SHX Text

GC

DS

151616.117

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H

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G

F

E

D

C

A

181920212223242526 15.1

L

B

S14.1

S15.1

S17

S18

S19N16

N15

N14

N13

N12

N11

N10

N9

N8

N7

N6

N5

N4

N2

N1

F1

S16.1

N3

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17 16.1 16 1015 14 13 12 11.1 10.111

N16

N15

N14

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N1

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N151

N161

23579 6 4

BUILDING 221

LOW ROOF

1.3 1.4 1.5 1.6 1.7 1.8

1.9

1.10

1.11

1.12

1.13

1.14

1.15

1.16 1.17 1.18 1.19 1.20

NOTE: STEAM LINES ARE SHOWN DIAGRAMMATICALLY

SEE MECHANICAL AND STRUCTURAL DRAWINGS FOR MORE SPECIFIC INFORMATIONBUILDING 221

LOW ROOF

1.3 1.4 1.5 1.6 1.7 1.8

1.9

1.10

1.11

1.12

1.13

1.14

1.15

1.16 1.17 1.18 1.19 1.20

NOTE: STEAM LINES ARE SHOWN DIAGRAMMATICALLY

SEE MECHANICAL AND STRUCTURAL DRAWINGS FOR MORE SPECIFIC INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

4/20/23

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 015284/20/2023ISSUED FOR BID

N 1/16" = 1'-0"

2' 5' 10' 20' 40'0

1 ROOF PLAN

OVERALL ROOF PLAN

A100

1 A101

REMOVE 3'-0" x 2'-0" PORTION OF

ROOFING, INSULATION AND BALLAST

TO EXPOSE CONCRETE DECK. REMOVE

PORTION OF CONCRETE DECK AND

METAL DECK TO ACCOMMODATE

INSTALLATION OF PIPE SUPPORT

BASEPLATE. ONCE BASEPLATE IS

SECURED (REFER TO STRUCTURAL DWG

AND 1/A400-A401) REPLACE METAL

DECKING AND PATCH CONCRETE

DECK. REPLACE INSULATION AND

INSTALL NEW ROOFING MATERIAL TO

MATCH EXISTING. ADHERE PER

MANUFACTURER'S

RECOMMENDATIONS, REPLACE GRAVEL

BALLAST.

PROVIDE THROUGH WALL PIPE

PENETRATION SYSTEM IN

ACCORDANCE WITH ATSM E18

OR UL1479. SEE DETAIL 1/M503

FOR ADDITIONAL INFORMATION.

4 MS104

BUILDING 1

BUILDING 221

7 MS105

3 MS102

MS102

8 MS105

BUILDING 217

MS102

PROVIDE THROUGH WALL PIPE

PENETRATION SYSTEM IN ACCORDANCE

WITH ATSM E18 OR UL1479. SEE DETAIL

1/M503 FOR ADDITIONAL INFORMATION.

PROVIDE THROUGH WALL PIPE

PENETRATION SYSTEM IN

ACCORDANCE WITH ATSM E18 OR

UL1479. SEE DETAIL 1/M503 FOR

ADDITIONAL INFORMATION.

MATCHLINE

PROVIDE AND INSTALL NEW PIPE

CROSSOVER, TYP. SEE SB515 FOR

ADDITIONAL INFORMATION.

PROVIDE AND INSTALL NEW PIPE

CROSSOVER, TYP. SEE SB515 FOR

ADDITIONAL INFORMATION.

REMOVE 3'-0" x 2'-0" PORTION OF

ROOFING AND INSULATION TO EXPOSE

CONCRETE DECK. REMOVE PORTION OF

CONCRETE DECK AND METAL DECK TO

ACCOMMODATE INSTALLATION OF PIPE

SUPPORT BASEPLATE. ONCE BASEPLATE IS

SECURED (REFER TO STRUCTURAL DWG

AND 1/A400-A401) REPLACE METAL

DECKING AND PATCH CONCRETE DECK.

REPLACE INSULATION AND INSTALL NEW

ROOFING MATERIAL TO MATCH EXISTING

TPO OVEPDM MEMBRANE. ADHERE PER

MANUFACTURER'S RECOMMENDATIONS.

W

AL

KW

AY

T O

BU

IL

DI

NG

1716151413121110987654321

W

AL

KW

AY

T O

BU

IL

DI

NG

BUILDING 229 LOW ROOF

BU

IL

DI

NG

C

ON

NE

CT

IN

G W

AL

KW

AY

BUILDING 4

ROOF SCREEN- ATTACHED TO

SUPPORTING STEEL STRUCTURE OF STEAM LINES

B

A

4.2 4.5 4.7 1.1 1.2 1.3

BUILDING 1 CORRIDOR

W

AL

KW

AY

T O

BU

IL

DI

NG

1716151413121110987654321

W

AL

KW

AY

T O

BU

IL

DI

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BUILDING 229 LOW ROOF

BU

IL

DI

NG

C

ON

NE

CT

IN

G W

AL

KW

AY

BUILDING 4

ROOF SCREEN- ATTACHED TO

SUPPORTING STEEL STRUCTURE OF STEAM LINES

B

A

4.2 4.5 4.7 1.1 1.2 1.3

BUILDING 1 CORRIDOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC

Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

12/16/22

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 01528

12/16/2022ISSUED FOR BID

N 1/16" = 1'-0"

2' 5' 10' 20' 40'0

1 ROOF PLAN

OVERALL ROOF PLAN

A100.1

MATCHLINE

PROVIDE AND INSTALL NEW PIPE

CROSSOVER, TYP. SEE SB515 FOR

ADDITIONAL INFORMATION.

PROVIDE AND INSTALL NEW PIPE

CROSSOVER, TYP. SEE SB515 FOR

ADDITIONAL INFORMATION.

4'-8"

5'- 8"

1'- 0"

130°

1'- 0"

1'-8 1/2"

8' -0

3' -3

/4

3'- 7"

7'-8 1/2"

6'-0"

5'-1"

2' -0

10"

1'-0"

4'-8"

5'- 8"

1'- 0"

4"

7'-10"

6' -3

/4

3'- 7"

1/

2"

1'-8 1/2"

4'-0"

3'- 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

4/20/23

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 015284/20/2023ISSUED FOR BID

DETAIL PLANS AT SOUTH

ENCLOSURE

A101

A300

N 1/2" = 1'-0"

0 1' 2' 5'6" 3'

2 OPTION 1 FLOOR PLAN

N

1/2" = 1'-0" 0 1' 2' 5'6" 3'

3 OPTION 2 FLOOR PLAN

N 1/2" = 1'-0"

0 1' 2' 5'6" 3'

1 ENLARGED VAULT LEVEL PLAN

A300

EXISTING FOOTING FOUNDATION

EXISTING MASONRY CONSTRUCTION

NEW CONCRETE FOOTING BELOW

STEAM PIPES. REFER TO MS406

FOR ADDITIONAL INFORMATION.

12" CONCRETE FOUNDATION WALL.

DOWEL TO EXISTING FOUNDATION

WITH #5 BARS AT 12" OC VERTICALLY.

EXTEND INTO NEW AND EXISTING

FOUNDATION 12" HORIZONTALLY.

REFER TO SS120 - SS121 FOR

ADDITIONAL VAULT INFORMATION.

MASONRY ENCLOSURE. MATCH

EXISTING BRICK COLOR, TEXTURE,

AND SIZE AS CLOSELY AS POSSIBLE.

REFER TO SECTION 1/A300 FOR

WALL CONSTRUCTION

EXISTING MASONRY

CONSTRUCTION

STEAM PIPES

METAL PANEL ENCLOSURE. REFER

TO SECTION 2/A300 FOR WALL

CONSTRUCTION.

A300

EXISTING MASONRY

CONSTRUCTION

STEAM PIPES

FOUNDATION FOR OPTION 1

AND 2 ARE SIMILAR - SEE

STRUCTURAL DRAWINGS FOR

MORE INFORMATION.

N 1/2" = 1'-0"

0 1' 2' 5'6" 3'

4 OPTION 3 FLOOR PLAN

EXISTING MASONRY

CONSTRUCTION

STEAM PIPES (EXPOSED - NO VERTICAL

ENCLOSURE). REFER TO SECTION

3/A300 FOR ADDITIONAL DETAILS.

A300

LINE OF MANSARD

ROOF ABOVE

LINE OF MANSARD

ROOF ABOVE

LINE OF MANSARD ROOF ABOVE

LINE OF FOUNDATION

BELOW

LINE OF FOUNDATION

BELOW

LINE OF FOUNDATION

BELOW

MODIFY EXISTING MANSARD

ROOF AS NEEDED TO

ACCOMMODATE PIPES.

PROVIDE CLEAN EDGE AT ROOF

PANELS. REWORK ROOF

STRUCTURE IF REQUIRED. REFER

TO 3/A300 FOR ADDITIONAL

INFORMATION.

N 1/2" = 1'-0"

0 1' 2' 5'6" 3'

5 OPTION 3 VAULT LID PLAN

VAULT ACCESS. REFER TO SS120 -

SS121 FOR ADDITIONAL INFORMATION.

6" VAULT ROOF

PROVIDE 3" HIGH x 3" WIDE CONCRETE

CURB AT SLAB OPENING AT STEAM PIPE

PENETRATION. USE SBC FLASHING'S

CUSTOM FLASHING FABRICATION (OR

SIMILAR) AT PIPES. REFER TO DETAIL

5A/A101 FOR ADDITIONAL INFORMATION.

NOT TO SCALE

5A CUSTOM DOUBLE PIPE FLASHING

1'- 0"

9'-6"

5'- 8"

EQ

EQ

±3'-8"

N2 N2

N2

N19

N19 N19

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC

Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

12/16/22

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 01528

12/16/2022ISSUED FOR BID

DETAIL PLANS AT SOUTH

ENCLOSURE

A102

A300

N 1/2" = 1'-0"

0 1' 2' 5'6" 3'

1 OPTION 1 ROOF PLAN

N

1/2" = 1'-0" 0 1' 2' 5'6" 3'

2 OPTION 2 ROOF PLAN

A300

N 1/2" = 1'-0"

0 1' 2' 5'6" 3'

3 OPTION 3 ROOF PLAN

A300

EXISTING STANDING SEAM METAL

ROOF TO REMAIN. DEMO AS NEEDED

TO ACCOMMODATE NEW METAL

PANEL ENCLOSURE. PROVIDE CLEAN

VERTICAL EDGES AT NEW VERTICAL

PANEL ENCLOSURE AND CAULK TO

SEAL TIGHT.

EXISTING STANDING SEAM METAL

MANSARD ROOF.

EXTEND METAL MANSARD ROOF

CONSTRUCTION AS SHOWN. REFER TO

1/A300 FOR MORE INFORMATION.

EXTEND ROOF LINE HORIZONTALLY TO

MATCH EXISTING OVERHANG.

REMOVE PORTION OF EXISTING

MANSARD TO ACCOMMODATE NEW

CONSTRUCTION. PROVIDE CLEAN EDGES

TO SECURE NEW ROOFING PANELS.

REFER TO 1/A300 FOR VERTICAL ROOF

EXTENSION DIMENSION. EXISTING MASONRY WALL BELOW.

NEW METAL ROOFING / COPING. REFER

TO 2/A300 FOR ADDITIONAL

INFORMATION.

NEW STEAM PIPES TO

EXTEND BEYOND HEIGHT

OF EXISTING MANSARD

ROOF.

EXISTING STANDARD

SEAM METAL ROOF.

PROVIDE CLEAN OPENING AT EXISTING

WALL FOR PIPE PENETRATIONS. SEAL

WITH HIGH TEMPERATURE SILICONE

CAULK.

PROVIDE CLEAN OPENING AT EXISTING

WALL FOR PIPE PENETRATIONS. SEAL

WITH HIGH TEMPERATURE SILICONE

CAULK.

PROVIDE CLEAN OPENING AT EXISTING

WALL FOR PIPE PENETRATIONS. SEAL

WITH HIGH TEMPERATURE SILICONE

CAULK.

LINE OF VALLEY

NEW COPING NEW ROOF MEMBRANE

REMOVE EXISTING ROOFING AND

INSULATION AS NEEDED TO

ACCOMMODATE NEW PIPE ENCLOSURE.

INSTALL MATCHING INSULATION AND

ROOFING, ADHERE TO EXISTING

ROOFING PER MFR INSTRUCTIONS.

REFER TO 1/A401 FOR ADDITIONAL

INFORMATION.

TOP OF MASONRY

30' - 6"

TOP OF NEW MANSARD

30' - 7"

FIRST FLOOR

0' - 0"

SECOND FLOOR

12' - 11"

ROOF

25' - 10"

PARAPET

28' - 0"

BOTTOM OF FOOTING

-7' - 0"

GRADE

± -0' - 6"

FIRST FLOOR

0' - 0"

SECOND FLOOR

12' - 11"

ROOF

25' - 10"

PARAPET

28' - 0"

TOP OF METAL ENCLOSURE

30' - 6"

TOP OF MASONRY

30' - 6"

BOTTOM OF FOOTING

-7' - 0"

GRADE

± -0' - 6"

TOP OF MASONRY

30' - 6"

TOP OF MANSARD

30' - 7"

FIRST FLOOR

0' - 0"

SECOND FLOOR

12' - 11"

ROOF

25' - 10"

PARAPET

28' - 0"

BOTTOM OF FOOTING

-7' - 0"

GRADE

± -0' - 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC

Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

12/16/22

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 01528

12/16/2022ISSUED FOR BID

1/4" = 1'-0" 0 1' 2' 10'4' 6'

1 OPTION 1 EXTERIOR ELEVATION

ELEVATIONS

A200

1/4" = 1'-0" 0 1' 2' 10'4' 6'

2 OPTION 2 EXTERIOR ELEVATION

EXTEND MANSARD ROOF TO

ENCLOSE VERTICAL AND

HORIZONTAL STEAMPIPES.

REFER TO 1/A300 FOR

ADDITIONAL DETAIL

EXISTING BUILDING 217

NEW MASONRY PIPE

ENCLOSURE REFER TO 1/A300

FOR ADDITIONAL DETAIL

NEW METAL PANEL PIPE

ENCLOSURE. REFER TO 2/A300

FOR ADDITIONAL DETAIL

1/4" = 1'-0" 0 1' 2' 10'4' 6'

3 OPTION 3 EXTERIOR ELEVATION

EXISTING BUILDING 217

EXPOSED PIPES

CONCRETE PIPE VAULT BELOW

GRADE. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION.

CONCRETE PIPE VAULT BELOW

GRADE. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION.

CONCRETE PIPE VAULT BELOW

GRADE. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION.

4'-0" WIDE ACCESS HATCH

4'-0" WIDE ACCESS HATCH

4'-0" WIDE ACCESS HATCH

BACKER ROD AND

SILICONE SEAL

6" STRUCTURAL STEEL STUDS

AT 16" O.C. SECURE BOTTOM

TRACK TO FOUNDATION WALL.

1/2" DENSGLASS

SHEATHING

4MM ALUCOBOND PLUS

ALUMINUM COMPOSITE

PANELS

WEATHER BARRIER

EXISTING MANSARD ROOF

BEYOND

1/2" DENSGLASS SHEATHING

WITH 6" METAL STUDS

2' -4

EXISTING MASONRY WALL

CONSTRUCTION

REMOVE 3'-0" x 2'-0" PORTION OF ROOFING, INSULATION AND BALLAST TO EXPOSE CONCRETE

DECK. REMOVE PORTION OF CONCRETE DECK AND

METAL DECK TO ACCOMMODATE INSTALLATION OF

PIPE SUPPORT BASEPLATE. ONCE BASEPLATE IS

SECURED (REFER TO STRUCTURAL DWG) REPLACE

METAL DECKING AND PATCH CONCRETE DECK.

REPLACE INSULATION AND INSTALL NEW ROOFING

MATERIAL TO MATCH EXISTING. ADHERE PER

MANUFACTURER'S RECOMMENDATIONS, REPLACE

GRAVEL BALLAST.

PBU METAL PANEL

PARAPET

+28'-0"

ROOF

+25'-10"

SECOND FLOOR

+12'-11"

FIRST FLOOR

+0'-0"

B.O. VAULT FTG.

-7'-0"

NEW PARAPET

+31'-3"

GRADE

10" CONCRETE FOUNDATION

WALL TO 7'-0" BELOW

GRADE, WITH 20" X 10"

FOOTING. PROVIDE #5 REBAR

AT TOP AND BOTTOM OF

FOUNDATION WALL.

PROVIDE WEEPHOLES

AT 24" O.C.

6"

3 5/8"

10" CONCRETE FOUNDATION

WALL TO 7'-0" BELOW

GRADE, WITH 20" X 10"

FOOTING. PROVIDE #5 REBAR

AT TOP AND BOTTOM OF

FOUNDATION WALL.

EXISTING MASONRY WALL

CONSTRUCTION

REMOVE 3'-0" x 2'-0" PORTION OF ROOFING, INSULATION AND BALLAST TO EXPOSE

CONCRETE DECK. REMOVE PORTION OF

CONCRETE DECK AND METAL DECK TO

ACCOMMODATE INSTALLATION OF PIPE

SUPPORT BASEPLATE. ONCE BASEPLATE IS

SECURED (REFER TO STRUCTURAL DWG) REPLACE

METAL DECKING AND PATCH CONCRETE DECK.

REPLACE INSULATION AND INSTALL NEW

ROOFING MATERIAL TO MATCH EXISTING.

ADHERE PER MANUFACTURER'S

RECOMMENDATIONS, REPLACE GRAVEL BALLAST.

6" STRUCTURAL STEEL STUDS AT

16" O.C.

1/2" DENSGLASS SHEATHING

METAL COPING TRIM TO MATCH

EXISTING

RIB CLOSURE - SEE

MANUFACTURER RECOMMENDED

FASTENERS, CLIPS AND SEALANT

FIRE RETARDANT BLOCKING

STANDING SEAM

STANDING SEAM

DENS DECK

EAVE TRIM PER MANUFACTURER

2":12" SLOPE

PARAPET

+28'-0"

ROOF

+25'-10"

SECOND FLOOR

+12'-11"

FIRST FLOOR

+0'-0"

B.O. VAULT FTG.

-7'-0"

NEW PARAPET

+31'-0"

6" STRUCTURAL STEEL

STUDS AT 16" O.C.

PROVIDE 22 GAUGE

GALVANIZED MASONRY

TIES AT 18" O.C.

VERTICALLY AND 32"O.C.

HORIZONTALLY.

1/2" DENSGLASS

SHEATHING

3/4" AIR GAP

4" FACE BRICK

GRADE

10" CONCRETE FOUNDATION

WALL TO 7'-0" BELOW

GRADE, WITH 20" X 10"

FOOTING. PROVIDE #5 REBAR

AT TOP AND BOTTOM OF

FOUNDATION WALL.

EXISTING MASONRY WALL

CONSTRUCTION

REMOVE 3'-0" x 2'-0" PORTION OF ROOFING, INSULATION AND BALLAST TO EXPOSE CONCRETE

DECK. REMOVE PORTION OF CONCRETE DECK

AND METAL DECK TO ACCOMMODATE

INSTALLATION OF PIPE SUPPORT BASEPLATE.

ONCE BASEPLATE IS SECURED (REFER TO

STRUCTURAL DWG) REPLACE METAL DECKING

AND PATCH CONCRETE DECK. REPLACE

INSULATION AND INSTALL NEW ROOFING

MATERIAL TO MATCH EXISTING. ADHERE PER

MANUFACTURER'S RECOMMENDATIONS, REPLACE

GRAVEL BALLAST.

PARAPET

+28'-0"

ROOF

+25'-10"

SECOND FLOOR

+12'-11"

FIRST FLOOR

+0'-0"

B.O. VAULT FTG.

-7'-0"

REWORK/REPLACE EXISTING ROOF

FRAMING AND ROOF PANELS AS

NEEDED TO ACCOMMODATE

STEAM PIPE PENETRATIONS. SEAL

ALL PENETRATIONS W/ HIGH-TEMP

SILICONE CAULK

GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC

Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

12/16/22

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 01528

12/16/2022ISSUED FOR BID

SECTIONS

A300

1/2" = 1'-0" 0 1' 2' 5'6" 3'

2 OPTION 2 WALL SECTION

3 A401

4 A401

2 A401

1 A401

1/2" = 1'-0" 0 1' 2' 5'6" 3'

1 OPTION 1 WALL SECTION

2 A400

3 A400

4 A400

1/2" = 1'-0" 0 1' 2' 5'6" 3'

3 OPTION 3 WALL SECTION

1 A401

6" STRUCTURAL STEEL STUDS

AT 16" O.C. PROVIDE 22

GAUGE GALVANIZED MASONRY

TIES AT 18" O.C. VERTICALLY

AND 32"O.C. HORIZONTALLY.

1/2" DENZ GLASS

SHEATHING

3/4" AIR GAP

6"

1/2"

3 5/8"

3/4"

4" FACE BRICK

10"

4" FACE BRICK

1/2" DENZ GLASS

SHEATHING

3/4" AIR GAP

10" CONCRETE FOUNDATION

WALL TO 7'-0" BELOW

GRADE, WITH 20" X 10"

FOOTING. PROVIDE #5 REBAR

AT TOP AND BOTTOM OF

FOUNDATION WALL.

PROVIDE WEEPHOLES AT 24"

O.C.

4" FACE BRICK

EXTEND EXISTING STANDING

SEAM METAL ROOF

GRADE

METAL CHANNELS SECURED TO

FOUNDATION WITH HILTI

CONCRETE EXPANSION

ANCHORS REFER TO S121

ROOF

+25'-10"

REMOVE 3'-0" x 2'-0" PORTION OF

ROOFING, INSULATION AND BALLAST TO

EXPOSE CONCRETE DECK. REMOVE

PORTION OF CONCRETE DECK AND METAL

DECK TO ACCOMMODATE INSTALLATION

OF PIPE SUPPORT BASEPLATE. ONCE

BASEPLATE IS SECURED (REFER TO

STRUCTURAL DWG) REPLACE METAL

DECKING AND PATCH CONCRETE DECK.

REPLACE INSULATION AND INSTALL NEW

ROOFING MATERIAL TO MATCH EXISTING.

ADHERE PER MANUFACTURER'S

RECOMMENDATIONS, REPLACE GRAVEL

BALLAST.

6" STRUCTURAL STEEL STUDS AT

16" O.C.

STANDING SEAM WALL PANEL TO

MATCH EXISTING

METAL COPING TRIM TO MATCH

EXISTING

RIB CLOSURE - SEE

MANUFACTURER RECOMMENDED

FASTENERS, CLIPS AND SEALANT

FIRE RETARDANT BLOCKING

EXTEND EXISTING STANDING

SEAM ROOF HEIGHT AS

SHOWN IN ELEVATION

STANDING SEAM METAL ROOF

TO MATCH EXISTING

8" DENSGLASS SHEATHING

EAVE TRIM PER MANUFACTURER

2":12" SLOPE

NEW PIPE SUPPORT. REFER TO

MECHANICAL AND STRUCTURAL

DRAWINGS FOR LOCATIONS

REWORK EXISTING ROOF

FLASHING IF NEEDED

EXISTING MASONRY WALL

NEW STEAM PIPES

EXTEND EXISTING

STANDING SEAM ROOF

HORIZONTALLY AS

NEEDED. REFER TO PLANS

AND ELEVATIONS FOR

DIMENSIONS

PARAPET

+28'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE STEAM PIPE-

SOUTH LEG

Edward Hines Jr. VAMC Hines, Illinois

578-17-027

221,217,1 Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

12/16/22

4/14/202230% SCHEMATIC DESIGN

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM

NO.

2017-05127 0152812/16/2022ISSUED FOR BID

SECTIONS - SOUTH ENCLOSURE

A400

3" = 1'-0" 0 1"1

2" 8"2" 4"

2 OPTION 1 WALL BASE DETAIL

3" = 1'-0" 0 1"1

2" 8"2" 4"

4 OPTION 1 MASARD CONNECTION DETAIL

3" = 1'-0" 0 1"1

2" 8"2" 4"

3 OPTION 1 WALL SECTION DETAIL

1 1/2" = 1'-0" 0 6" 12"3"1" 18"

1 OPTION 1 MANSARD DETAIL

ALUCOBOND 0.040" AXCENT

BACKER ROD AND SILICONE SEAL

4" EXTERIOR GRADE PLYWOOD

SHEATHING

WEATHER BARRIER

4MM ALUCOBOND PLUS

ALUMINUM COMPOSITE PANELS

4MM ALUCOBOND PLUS

ALUMINUM COMPOSITE PANELS

SHIM IF NEEDED

BACKER ROD AND SILICONE SEAL

WEATHER BARRIER

4" EXTERIOR GRADE PLYWOOD

SHEATHING

6" STRUCTURAL STEEL STUDS

AT 16" O.C.

NEW METAL PARAPET COPING

TO MATCH EXISTING

6"

3/4"

2"

6" STRUCTURAL STEEL STUDS

AT 16" O.C.

10" CONCRETE FOUNDATION

WALL TO 7'-0" BELOW

GRADE, WITH 20" X 10"

FOOTING. PROVIDE #5 REBAR

AT TOP AND BOTTOM OF

FOUNDATION WALL.

NEW 4MM ALUCABOND

COLOR TO BE SELECTED

BY OWNER

NEW PARAPET RETURN BEYOND

10"

GRADE

METAL CHANNELS SECURED TO

FOUNDATION WITH HILTI

CONCRETE EXPANSION

ANCHORS. REFER TO S121.

REMOVE 3'-0" x 2'-0" PORTION

OF ROOFING, INSULATION AND

BALLAST TO EXPOSE CONCRETE

DECK. REMOVE PORTION OF

CONCRETE DECK AND METAL

DECK TO ACCOMMODATE

INSTAL…