Addendum Plan SheetsPart-5.pdf

XBLDG. 15

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhasePROJECT MANAGEMENT STAMPCONSULTANT

FULLY SPRINKLERED

DESIGN

San Antonio, Texas 78217

ARCHITECTURE

8718 BOTTS LANE

Tel: (210) 881-9714

HFS COMPANY

ENGINEERING

Fax: (210) 881-6808 jbianco@hfscompany.com

CONSTRUCTION BID

DOCUMENTS

CONSTRUCT COMBINED

ENERGY PLANT PHASE 1

4101 WOOLWORTH AVE.

OMAHA, NE 68105

11/30/2021

636-18-304 Revisions: Date:

CU-113

SITE PLAN -UTILITIES AREA 4

NA IAR

SCALE: 1" = 10'33 SITE PLAN - UTILITIES AREA 4

N

KEYED NOTES DEMOLITION

1. INTALL130 LF OF NEW 8" PVC SANITARY SEWER.

2. INSTALL 100 LF OF NEW 8" PVC SANITARY SEWER.

3. INSTALL NEW 4' Ø TYPE B MANHOLE

4. INSTALL NEW 4' Ø TYPE B MANHOLE ON EXISTING SEWER LINE.

5. INSTALL NEW 8" C900 FIRE LINE FOR BUILDING. PROVIDE GATE VALVE WITH

NON-RISING STEM.

6. PROVIDE THRUST BLOCKING AT ELBOWS AND FITTINGS.

7. NEW U/G ELECTRIC. REFER TO ELECTRICAL SHEETS.

8. NEW HYDRAULIC LINES. REFER TO MECHANICAL DRAWINGS FOR TIE-IN POINTS.

9. NEW IT LINES

LEGEND

EXISTING UNDERGROUND ELECTRICAL

EXISTING OVERHEAD UTILITY (UNKNOWN)

NEW UNDERGROUND ELECTRICAL

EXISTING STORM DRAIN

NEW STORM DRAIN

EXISTING SANITARY SEWER

NEW SANITARY SEWER

EXISTING STORMDRAIN/SANITARY SEWER

EXISTING WATER

XUE

XOHU

E

NEW WATER

EXISTING GAS

NEW GAS

EXISTING FUEL LINE

NEW FUEL LINE

NEW TECHNOLOGY

XSD

SD

XSS

SS

XSD/SS

XW

W

XG

G

XFL

FL

IT

EXISTING FIRE LINE

NEW FIRE LINE

XF

F

CHAIN LINK FENCE (NEW OR EXISTING)

EXISTING STEAM LINEXST

XX

NEW CHILLER WATER LINESCW

FIN. FLR. @ 1209.00'

(TRV. TO G.L. = 86')

(TRV.TO EXIT = 141')

EXIST. FUEL

OWS-1

TANK YARD

FIN. FLR. @ 1197.00'

EXIT

E X

I T

EXIT

(TRV.= 98')

(TRV.= 67')

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R O

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M

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhasePROJECT MANAGEMENT STAMPCONSULTANT

FULLY SPRINKLERED

DESIGN

San Antonio, Texas 78217

ARCHITECTURE

8718 BOTTS LANE

Tel: (210) 881-9714

HFS COMPANY

ENGINEERING

Fax: (210) 881-6808 jbianco@hfscompany.com 11/30/21

CONSTRUCTION BID

DOCUMENTS

CONSTRUCT COMBINED

ENERGY PLANT PHASE 1

4101 WOOLWORTH AVE.

OMAHA, NE 68105

11/30/2021

636-18-304

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Revisions: Date:

AI-100

LIFE SAFETY PLANS

JFB, IAR,

JY

IAR, RAC

SCALE: 1/8" = 1'-0"1

LIFE SAFETY PLAN - GROUND LEVEL

GENERAL NOTES

KEYED NOTES

1 HOUR FIRE RATED WALL ASSEMBLY

2 HOUR FIRE RATED WALL ASSEMBLY

TRAVEL PATH

DOOR ASSEMBLY

WINDOW

FIRE EXTINGUISHER CABINET

SCALE: 1/8" = 1'-0"2

LIFE SAFETY PLAN - MEZZANINE LEVEL

N

"LIGHT HAZARD" FIRE SPRINKLER

"ORDINARY HAZARD" FIRE SPRINKLER

1. REFERENCE ALL SITE PLAN DRAWINGS.

2. FIRE EXTINGUISHERS PROVIDED BY OWNER.

1. OPEN PASSAGEWAY BETWEEN BUILDINGS.

N

2018 NFPA 101 LIFE SAFETY CODE

OCCUPANCY: 'U'

TYPE OF CONSTRUCTION: II-B

PROJECT AREA: 6,043 SF (new building)

HEALTHCARE, CHAPTER 19

PROTECTED, TYPE II-B, FULLY SPRINKLERED

CODES: 2018 IBC or later version

DESIGN MANUALS:

- PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS

- PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES

- PG-18-5 EQUIPMENT LIST GUIDES

- PG-18-8 SEISMIC DESIGN HANDBOOK

- PG-18-10 DESIGN MANUALS

- VA ARCHITECTURAL DESIGN MANUAL

- VA MECHANICAL DESIGN MANUAL

- VA ELECTRICAL DESIGN MANUAL

- VA PLUMBING DESIGN MANUAL

- VA FIRE PROTECTION DESIGN MANUAL

APPLICABLE CODES AND REGULATIONS:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENT APPLICABLE

CODES AND STANDARDS.

IN ADDITION TO ALL DEPARTMENT OF VETERANS AFFAIRS, LOCAL, AND STATE CODES,

ALL WORK SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE STATE OF

NEBRASKA AND THE DEPARTMENT OF VETERANS AFFAIRS GUIDELINES, ADA

(ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARD FOR FEDERAL FACILITIES.

APPLICABLE CODES AND STANDARDS (LATEST EDITIONS) INCLUDE:

- ABA ACCESSIBILITY STANDARDS

- NFPA 101, "LIFE SAFETY CODE"

- NFPA 10, "PORTABLE FIRE EXTINGUISHERS"

- NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS"

- NFPA 70, "NATIONAL ELECTRICAL CODE (NEC)"

- NFPA 72, "NATIONAL FIRE ALARM CODE"

- NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS"

- NFPA 99, "INSTALLATION FOR HEALTH CARE FACILITIES"

- NFPA 220, "TYPES OF BUILDING CONSTRUCTION"

- NFPA 241, "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND

- INTERNATIONAL BUILDING CODE (IBC)

- INTERNATIONAL MECHANICAL CODE (IMC)

- INTERNATIONAL PLUMBING CODE (IPC)

- INTERNATIONAL ENERGY CONSERVATION CODE

PROJECT INFORMATION

DEMOLITION OPERATIONS"

EXIST. FUEL

OWS-1

TANK YARD

EXIST.

BLDG. 2

FIN. FLR. @ 1197.03'

FIN. FLR. @ 1197.00'

FIN. FLR. @ 1196.50'

P3

AS-510

P3

P3

P3

P3

P3 P4

LU-3

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhasePROJECT MANAGEMENT STAMPCONSULTANT

FULLY SPRINKLERED

DESIGN

San Antonio, Texas 78217

ARCHITECTURE

8718 BOTTS LANE

Tel: (210) 881-9714

HFS COMPANY

ENGINEERING

Fax: (210) 881-6808 jbianco@hfscompany.com 11/30/21

CONSTRUCTION BID

DOCUMENTS

CONSTRUCT COMBINED

ENERGY PLANT PHASE 1

4101 WOOLWORTH AVE.

OMAHA, NE 68105

11/30/2021

636-18-304

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Revisions: Date:

AS-210

FLOOR PLAN - GROUND LEVEL

JFB, IAR,

JY

IAR

SCALE: 1/8" = 1'-0"1

FLOOR PLAN - GROUND LEVEL

GENERAL NOTES

KEYED NOTES

LEGEND

BRICK

CMU

DOOR ASSEMBLY

WINDOW

FIRE EXTINGUISHER CABINET

1 HOUR FIRE RATED WALL ASSEMBLY

2 HOUR FIRE RATED WALL ASSEMBLY

N

1. REFERENCE GENERAL NOTES SHEET GI-002.

2. ALL INTERIOR WALLS ARE PARTITION TYPE 'P-1' UNLESS NOTED OTHERWISE.

3. PROVIDE GALVANIZED STEEL CORNER GUARDS AS DETAILED AT ALL ROLLING

GRILLE DOOR OPENINGS.

4. PROVIDE GALVANIZED STEEL CORNER GUARDS AS DETAILED AT ALL EXPOSED

OPEN AREA COLUMN CORNERS.

5. REFERENCE SITE PLAN DRAWINGS FOR BOLLARDS IN VICINITY OF NEW BUILDING.

6. NOT ALL MECHANICAL, ELECTRICAL, PLUMBING, ETC. COMPONENTS SHOWN.

REFERENCE RESPECTIVE DISCIPLINE DRAWINGS FOR FULL SCOPE OF ITEMS

PROVIDED.

1. GALVANIZED STEEL STAIR ASSEMBLY AS DETAILED.

2. MEP EQUIPMENT PAD AS DETAILED PER STRUCTURAL.

3. ROOF DOWNSPOUTS.

4. CONCRETE SPLASH BLOCK AS DETAILED.

5. LOUVERS. REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND SIZE.

6. EXHAUST FAN. REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND SIZE.

7. GALVANIZED STEEL GUARDRAIL AS DETAILED.

8. PRE-FABRICATED METAL ROOF LADDER TO ROOF SCUTTLE ABOVE.

9. FUTURE EXPANSION AS INDICATED BY DASHED LINE.

10. TEMPORARY OVERHEAD CHILLER LINES PER MEP. REFERENCE STRUCTURAL FOR

SUPPORTS.

FLOOR DRAIN

FLOOR SINK

FLOOR CLEANOUT

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B

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhasePROJECT MANAGEMENT STAMPCONSULTANT

FULLY SPRINKLERED

DESIGN

San Antonio, Texas 78217

ARCHITECTURE

8718 BOTTS LANE

Tel: (210) 881-9714

HFS COMPANY

ENGINEERING

Fax: (210) 881-6808 jbianco@hfscompany.com 11/30/21

CONSTRUCTION BID

DOCUMENTS

CONSTRUCT COMBINED

ENERGY PLANT PHASE 1

4101 WOOLWORTH AVE.

OMAHA, NE 68105

11/30/2021

636-18-304

ETS

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Revisions: Date:

AS-230

ROOF PLAN

JFB, IAR,

JY

IAR

SCALE: 1/8" = 1'-0"1

ROOF PLAN

GENERAL NOTESKEYED NOTES

LEGEND

ROOF INSULATION

METAL GRATING

ROOF HATCH

STUB COLUMNS PER STRUCTURAL

WOOD FRAMED CRICKETS

PLUMBING VENT THRU ROOF

1. UNLESS NOTED OTHERWISE MINIMUM ROOF SLOPE IS 1/4" PER FOOT. PROVIDE

TAPERED INSULATION AS REQUIRED TO MAINTAIN MINIMUM REQUIRED (EVEN IF

NOT INDICATED ON PLAN). SLOPE TO DRAIN AND ELIMINATE ANY AREAS OF

STANDING WATER. WOOD FRAME ALL ROOF CRICKETS (OPTIONAL TAPERED

INSULATION BUT MAINTAIN NAILER FOR ROOF SYSTEM ATTACHMENT).

COORDINATE HEIGHTS OF ALL FLASHING TO MAINTAIN MINIMUM DIMENSIONS

DETAILED.

2. ALL ROOF PENETRATIONS AND ACCESSORIES (STRUCTURAL ITEMS, MECHANICAL

EQUIPMENT, VENTS ETC.) ARE TO BE INSTALLED AND FLASHED IN COMPLIANCE

WITH CURRENT EDITIONS OF N.R.C.A ROOFING AND WATERPROOFING MANUAL AND

SMACNA MANUAL.

3. COORDINATE WITH STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR ITEMS NOT SHOWN OR SCHEMATICALLY SHOWN ON ROOF PLANS

(INCLUDING UNIT SIZES AND LOCATIONS).

4. ALL ROOF HATCH, MECHANICAL EQUIPMENT, ETC. LOCATION, ARE APPROXIMATE.

COORDINATE WITH MEP DRAWINGS AND ROOF INSTALLATION FOR FINAL

LOCATIONS.

5. WORK COVERED IN THESE PLANS INCLUDES ALL PIECES, PARTS, FEATURES,

COMPONENTS, AND TECHNIQUES FOR A COMPLETE ASSEMBLY NORMALLY

ASSOCIATED WITH WORK OF THE TYPE BEING CONSTRUCTED, WHETHER OR NOT

ALL SUCH PIECES, PARTS AND COMPONENTS ARE SHOWN ON THE PLANS AND

DETAILS.

6. ALL CONSTRUCTION OF ANY TYPE, INCLUDING FASTENING OR ATTACHMENT OF

WOOD BLOCKING, NAILERS, STEEL ANGLES, DECKING, AND SHEET METAL SHALL BE

IN ACCORDANCE WITH THE REQUIREMENTS FOR THE LATEST EDITION OF FACTORY

MUTUAL BULLETIN OR OTHER ACTS IN LOCALES WHERE APPLICABLE, WHICHEVER

IS THE MORE STRINGENT.

7. ALL WOOD BLOCKING AND LUMBER EXCEPT PLYWOOD SHALL BE KILN-DRIED AFTER

TREATMENT (KDAT). ALL LUMBER AND WOOD BLOCKING SHALL BE SCREWED, NOT

NAILED, AND ALL JOINTS SHALL BE STAGGERED FROM CONTIGUOUS PIECES.

PARAPETS OR OTHER WALLS RECEIVING COPING OR FASCIAS SHALL HAVE A 1/2"

PER FOOT MINIMUM BEVELED OR SLOPED KDAT WOOD SURFACE AT THE TOP TO

DRAIN PROPERLY. DRAINAGE SHALL BE TOWARD THE ROOF SIDE OF THE BUILDING,

NOT THE EXTERIOR WALL.

8. ALL FASTENERS PENETRATING OR COMING INTO CONTACT WITH TREATED LUMBER

SHALL BE STAINLESS STEEL UNLESS OTHERWISE STIPULATED HEREIN.

9. INSTALL ICE AND WATER BARRIER AT ALL EDGE NAILERS AND COVERING ALL WOOD

BLOCKING. INSTALL ICE AND WATER SHIELD AS SECONDARY MOISTURE

PROTECTION BENEATH ALL SHEET METAL.

10. FURNISHED AND INSTALLED ALL PLYWOOD IN ACCORDANCE WITH THE WRITTEN

SPECIFICATIONS OF THE AMERICAN PLYWOOD ASSOCIATION (APA).

11. ALL BASE SHEET OR INSULATION FASTENING PATTERNS SHALL COMPLY WITH THE

LATEST APPROVAL FOR FM CONSTRUCTION FOR THE PARTICULAR MATERIALS

AND/OR ASSEMBLY BEING USED, UNLESS IN A WINDSTORM AREA WHERE A MORE

STRINGENT PATTERN IS SPECIFIED.

12. ALL SHEET METAL WORK SHALL COMPLY WITH SMACNA, WHETHER SHOWN ON THE

PLANS AND DETAILS OR NOT.

13. USE ONLY STAINLESS STEEL SCREWS WITH BONDED NEOPRENE WASHERS TO

SECURE FLASHINGS AND COUNTERFLASHINGS.

14. ALL SHEET METAL EDGING, GRAVEL GUARD, FASCIAS, AND COPING SHALL HAVE

CONTINUOUS CLEATS FASTENED AT 6" O.C. ONE GAUGE HEAVIER THAN THE

MATERIAL BEING ATTACHED. ICE AND WATER BARRIER SHALL SEPARATE SHEET

METAL FROM TREATED LUMBER. FASCIAS AND COPING SHALL HAVE A SECONDARY

WATERPROOFING MEMBRANE (ICE AND WATER BARRIER) BENEATH THE METAL

COVERING THE FULL COPING OR FASCIA SPAN. CLIP JOINTS SHALL BE STAGGERED

FROM ATTACHED COMPONENTS. ALL METAL EDGING, GRAVEL GUARD, OR FASCIAS

SHALL HAVE BACK-UP AND COVER PLATES. ALL PARAPET CAPS, AND COPING

SHALL HAVE A STANDING SEAM LOCK AT JOINTS UNLESS OTHERWISE STIPULATED

ELSEWHERE. EXPOSED SHEET METAL EDGES SHALL BE HEMMED.

15. NO SINGLE WIDTH OF SHEET METAL FASCIA MAY BE WIDER THAN 6 INCHES. WHEN

THE REQUIRED WIDTH OF THE DETAIL IS GREATER THAN 6 INCHES, THE FASCIA

MUST BE MADE IN MULTIPLE PIECES OF APPROXIMATELY EQUIVALENT WIDTHS

WITH EACH SECTION FASTENED WITH A CONTINUOUS CLEAT ONE FULL GAUGE

HEAVIER THAN THE FASCIA ITSELF. THAT IS TO SAY THAT A 12 INCH FASCIA SHALL

BE FABRICATED AND INSTALLED IN APPROXIMATELY EQUIVALENT WIDTHS OF 6

INCHES EACH, NOT ONE 7 INCH AND ONE 5 INCH PIECE. A SECONDARY BARRIER OF

SELF-ADHERING WATERPROOFING MATERIAL AS SPECIFIED SHALL BE APPLIED AS

UNDERLAYMENT BENEATH EACH SECTION OF FASCIA.

16. WHEN THE FASCIA IS TO BE INSTALLED IN MULTIPLE VERTICAL SECTIONS, THE

CONTRACTOR SHALL CONSTRUCT A MOCK-UP FOR APPROVAL PRIOR TO

PROCEEDING WITH FABRICATION OF THE SHEET METAL COMPONENTS.

17. PITCH PANS ARE NOT PERMITTED.

18. ALL SHEET METAL COMPONENT CORNERS, INTERSECTIONS, AND TERMINATIONS

SHALL HAVE EACH LEG EXTENDING AT LEAST 18" IN EACH DIRECTION, AND SHALL

BE MADE AS A SINGLE UNIT PIECE. JOINTS SHALL BE SOLDERED EXCEPT IN THE

CASE OF PREFINISHED METAL.

19. ALL SHEET METAL RECEIVING ELASTOMERIC SEALANT SHALL BE PRIMED AS

REQUIRED IN THE MANUFACTURER'S PRINTED SPECIFICATIONS. SEALANT COLORS

SHALL MATCH THE MATERIAL TO WHICH IT IS APPLIED.

20. FLOOD TEST ALL AFFECTED PRIMARY AND OVERFLOW ROOF DRAINS AND ALL

ASSOCIATED PIPING AFTER CONSTRUCTION IN THE PRESENCE OF ENGINEER FOR

OBSERVATION AND DOCUMENTATION.

21. ALL ROOF COMPONENTS SHALL BE PROTECTED BY ALL NECESSARY MEANS FROM

DAMAGE OR CONTAMINATION BY OTHER TRADES.

22. ALL ROOFTOP EQUIPMENT MOUNTINGS, FLASHINGS, WOOD CURBS, AND

MECHANICAL CURBS SHALL BE CONSTRUCTED AS, AND SHALL HAVE VERTICAL AND

HORIZONTAL CLEARANCES AS DETAILED BY THE NATIONAL ROOFING

CONTRACTORS ASSOCIATION (NRCA) UNLESS OTHERWISE STIPULATED IN THE

PLANS AND DETAILS. ALL EQUIPMENT CURBS SHALL EXTEND A MINIMUM OF 12"

ABOVE THE PLANE OF THE FINISHED ROOF. PROVIDE TAPERED CRICKETS

(MINIMUM 1/4" PER FOOT SLOPE) AROUND ALL MECHANICAL EQUIPMENT CURBS.

23. ROOFTOP EQUIPMENT CANNOT BE ITS OWN COUNTERFLASHING. ALL MECHANICAL

EQUIPMENT CURBS MUST HAVE A TWO-PIECE COUNTERFLASHING AND RECEIVER

IN ADDITION TO THE MECHANICAL EQUIPMENT FLANGE.

24. ALL PIPES AND CONDUITS OF ANY TYPE SHALL HAVE PORTABLE PIPE HANGERS

WITH COMPOSITE BASES AT INTERVALS NOT TO EXCEED 10 FT. & ONE FOOT AWAY

FROM BENDS IN BOTH DIRECTIONS. WOOD, PLASTIC OR FOAM BLOCKING IS NOT

ACCEPTABLE. PIPES AND CONDUITS SHALL BE CLUSTERED IN SUCH A MANNER AS

TO MINIMIZE THE NUMBER OF PIPE SUPPORTS. ALL PIPING AND CONDUIT OF ANY

TYPE SHALL EXTEND A MINIMUM OF 16" ABOVE THE PLANE OF THE FINISHED ROOF

BEFORE MAKING A 95° BEND. ALL RIGID OR FLEXIBLE CONDUIT AND PIPING SHALL

HAVE A DRIP LOOP OR SHALL SLOPE AWAY FROM THE OPENING.

25. THIS GENERAL NOTE NOT USED.

26. INSTALL ROOF WARRANTY SIGNS AT DESIGNATED LOCATIONS ON ALL ROOFS.

27. THIS GENERAL NOTE NOT USED.

28. REFERENCE ELECTRICAL FOR LIGHTNING ARRESTOR SYSTEM (NOT INDICATED ON

ROOF PLAN DRAWING).

1. CONTINUOUS PRE-FINISHED METAL ROOF COPING AS DETAILED.

2. SCUPPER, CONDUCTOR HEAD, AND DOWNSPOUT ASSEMBLY AS DETAILED.

3. PROVIDE SPLASHBLOCK AT EACH DOWNSPOUT LOCATION.

4. CONDENSING UNIT PER MECHANICAL.

5. EXHAUST FAN PER MECHANICAL.

6. ROOF HATCH.

7. NON-FREEZE ROOF HYDRANT.

8. ROOF VENT, TYPICAL.

9. SINGLE PLY ROOFING MEMBRANE AS SPECIFIED OVER MAIN ROOF.

10. COOLING TOWER PLATFORM ASSEMBLY AND SUPPORT COLUMNS PER

STRUCTURAL.

11. COOLING TOWER(S) PER MECHANICAL.

12. ROOF GUARDRAIL AS DETAILED.

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13. ROOF GUARDRAIL ACCESS GATES.

14. PROPOSED DAVIT CRANE LOCATION. EXACT LOCATION AND CAPACITY TO

BE VERIFIED WITH OWNER. CONTRACTOR TO PROVIDE MINIMUM 2,500 LB.

CAPACITY, ELECTRIFIED, FIXED UNIT.

WALKING PAD PATH

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

EAST ELEVATION

SCALE: 1/8" = 1'-0"

WEST ELEVATION

SCALE: 1/8" = 1'-0"

LU-1

LU-2

LU-3

ENLARGED COURSING ELEVATION

SCALE: 1/4" = 1'-0"

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhasePROJECT MANAGEMENT STAMPCONSULTANT

FULLY SPRINKLERED

DESIGN

San Antonio, Texas 78217

ARCHITECTURE

8718 BOTTS LANE

Tel: (210) 881-9714

HFS COMPANY

ENGINEERING

Fax: (210) 881-6808 jbianco@hfscompany.com 11/30/21

CONSTRUCTION BID

DOCUMENTS

CONSTRUCT COMBINED

ENERGY PLANT PHASE 1

4101 WOOLWORTH AVE.

OMAHA, NE 68105

11/30/2021

636-18-304

ETS

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Revisions: Date:

AS-310

BUILDING ELEVATIONS

JFB, IAR,

JY

RAC, IAR

KEYED NOTES

GENERAL NOTES

1. COOLING TOWERS, COOLING TOWER PLATFORM AND MISCELLANEOUS ROOF

EQUIPMENT NOT SHOWN FOR CLARITY. REFERENCE ROOF PLAN SHEET AS-230,

STRUCTURAL AND MECHANICAL ELECTRICAL , PLUMBING AND TECHNOLOGY

DRAWINGS.

1. PRE-FINISHED METAL COPING.

2. PRE-FINISHED METAL CONDUCTOR HEAD AND DOWNSPOUT. SCUPPER

TRIM TO ALSO BE PRE-FINISHED. ASSEMBLY AS DETAILED.

3. CONCRETE SPLASH BLOCK AS DETAILED.

4. APPROXIMATE ROOF LEVEL AS INDICATED BY DASHED LINE.

5. MODULAR FACE BRICK TO CLOSELY MATCH EXISTING BUILDING 2 BRICK,

RUNNING BOND TYPICAL WITH EVERY 6TH COURSE TO BE A CONTINUOUS

HEADER COURSE FLUSH. START AT GROUND FLOOR WITH A RUNNING

BOND.

6. DOOR AND FRAME ASSEMBLY AS SCHEDULED TO BE PAINTED.

7. PRE-FINISHED ROLLING DOOR ASSEMBLY AS SCHEDULED.

8. STEEL ANGLE LINTEL PER STRUCTURAL.

9. LINE OF ADJACENT EXISTING BUILDING 2.

10. GALVANIZED STEEL CORNER GUARDS AS DETAILED.

11. 3/8" TYPICAL CONTROL JOINT AT BRICK VENEER (SEALANT AND BACKER

ROD).

12. GALVANIZED STEEL ROOF GUARDRAIL AS DETAILED.

13. GALVANIZED STEEL ROOF GUARDRAIL ACCESS GATES AS DETAILED.

14. SURFACE MOUNTED LIGHT FIXTURES PER ELECTRICAL. VERIFY HEIGHT

WITH ELECTRICAL ENGINEER AT ROLLING DOOR LOCATIONS.

15. COOLING TOWERS AND PLATFORM AND MISCELLANEOUS ROOF

EQUIPMENT NOT SHOWN FOR CLARITY.

16. PRE-MANUFACTURED LOUVER AS DETAILED. REFERENCE MECHANICAL

FOR EXACT SIZE AND LOCATION.

17. CONTINUOUS GALVANIZED STEEL RELIEF ANGLE PER STRUCTURAL.

18. EXHAUST FAN. REFERENCE MECHANICAL FOR EXACT LOCATION AND

SIZE.

19. HORN/STROBE ALARM. REFERENCE MECHANICAL FOR EXACT LOCATION.

20. TEMPORARY MECHANICAL PIPING FOR TEMPORARY CHILLER PER

MECHANICAL. SUPPORT STRUCTURE NOT SHOWN FOR CLARITY,

REFERENCE STRUCTURAL DRAWINGS.

21. DISCHARGE PIPING PER MECHANICAL.

22. PIPING TO EXISTING BUILDING 2 PER MECHANICAL.

23. RUNNING BOND TYPICAL.

24. HEADER COURSE EVERY 6 COURSES TYPICAL TO MATCH ADJACENT

EXISTING BUILDING 2.

5 4 3 2 1

A B C D

A B C D

A B C D

3 2 1

1 2 3 4 5 6 7 8 9

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B

C

D

E

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1 2 3 4 5 6 7 8 9

A

B

C

D

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhasePROJECT MANAGEMENT STAMPCONSULTANT

FULLY SPRINKLERED

DESIGN

San Antonio, Texas 78217

ARCHITECTURE

8718 BOTTS LANE

Tel: (210) 881-9714

HFS COMPANY

ENGINEERING

Fax: (210) 881-6808 jbianco@hfscompany.com 11/30/21

CONSTRUCTION BID

DOCUMENTS

CONSTRUCT COMBINED

ENERGY PLANT PHASE 1

4101 WOOLWORTH AVE.

OMAHA, NE 68105

11/30/2021

636-18-304

ETS

T

TA

GE

S

R I

E T EX

FO

T

CE

TI

H

AS

DER CRA

F. BIAN

C

OJO

S

EP

H

7 6 22 1

Revisions: Date:

AS-400

BUILDING SECTIONS

JFB, IAR,

JY

IAR

SCALE: 1/8" = 1'-0"1

BUILDING SECTION LOOKING NORTH

SCALE: 1/8" = 1'-0"2

BUILDING SECTION LOOKING EAST

SCALE: 1/8" = 1'-0"3

BUILDING SECTION LOOKING EAST

SCALE: 1/8" = 1'-0"4

BUILDING SECTION LOOKING EAST

SCALE: 1/8" = 1'-0"5

PARTIAL BUILDING SECTION LOOKING NORTH

3 2 1 A

WALL SECTIONS

AS-410

JFB, IAR,

JY

RM, IAR

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhasePROJECT MANAGEMENT STAMPCONSULTANT

FULLY SPRINKLERED

DESIGN

San Antonio, Texas 78217

ARCHITECTURE

8718 BOTTS LANE

Tel: (210) 881-9714

HFS COMPANY

ENGINEERING

Fax: (210) 881-6808 jbianco@hfscompany.com 11/30/21

CONSTRUCTION BID

DOCUMENTS

CONSTRUCT COMBINED

ENERGY PLANT PHASE 1

4101 WOOLWORTH AVE.

OMAHA, NE 68105

11/30/2021

636-18-304

ETS

T

TA

GE

S

R I

E T EX

FO

T

CE

TI

H

AS

DER CRA

F. BIAN

C

OJO

SE

P

H

7 6 22 1

Revisions: Date:

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"