S02_Attachment 06 Drawings.pdf

PDF 35 MB Posted Mar 26, 2026

Attached to: 36C26326R0038, PN: 438-23-450, Replace & Upgrade CLC HVAC {SF}
Solicitation number: 36C26326R0038
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 23

About this file

Written by GovTribe AI · Mar 26, 2026

This file is a set of architectural and construction drawings for a federal construction project.

The document contains comprehensive design drawings for the "Replace & Upgrade Community Living Center HVAC" project (Project Number 438-23-450) at the Sioux Falls VA Health Care System, located at 2501 W 22nd Street, Sioux Falls, South Dakota 57105. The drawings represent a 100% Final Construction Documents (CD) submission dated March 8, 2024, marked "NOT FOR CONSTRUCTION - PRICING ONLY." The project involves replacement and upgrade of HVAC systems within a fully sprinklered, multi-story healthcare facility.

The drawing set includes comprehensive design documentation across multiple disciplines: general information (cover sheets, indices, life safety plans, phasing plans, and infection control plans); structural framing plans for the second through fifth floors and attic; architectural plans including floor plans, demolition plans, reflected ceiling plans, exterior elevations, and room finish schedules; fire protection floor plans; plumbing and medical gas plans; mechanical systems including ductwork, hydronic piping, air balance, and automatic temperature control layouts; and electrical systems including lighting, power, low voltage, and panel schedules. The project involves phased construction across multiple floors (Phase 1 includes third and fifth floors; Phase 1A includes fifth floor/attic; Phase 2 includes second floor) with coordination required between the contractor and VA operations to minimize disruption to ongoing healthcare services. Design criteria comply with the 2018 International Building Code with Risk Category IV classification, including specified snow loads (40 psf), wind speeds (125 mph ultimate), and seismic design parameters. The Architect of Record is Alesia Architecture P.C. (Elkhorn, Nebraska), with structural engineering by Specialized Engineering Solutions, MEP engineering by AMI Environmental Inc, and civil engineering by Shaffer, Stevens & Schaap, all based in the Omaha, Nebraska area.

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Other files

File	Type	Posted
S02_Attachment 01 Site Visit 4.1.2026 - Replace and Upgrade CLC HVAC.pdf	PDF	May 5, 2026
S02_36C26326R0038 0001.pdf	PDF	May 5, 2026
S02_Attachment 02 Limitations of Subcontracting v1.pdf	PDF	Mar 26, 2026
S02_Attachment 01 Wage Determination SD20260028 - 1.16.2026.pdf	PDF	Mar 26, 2026
S02_Attachment 04 Specifications - Volume 1.pdf	PDF	Mar 26, 2026
S02_36C26326R0038 - final aaproved.pdf	PDF	Mar 26, 2026
S02_Attachment 07 Safety or Environmental Violations and EMR Information.pdf	PDF	Mar 26, 2026
S02_Attachment 05 Specifications - Volume 2.pdf	PDF	Mar 26, 2026
S02_Attachment 03 Final Statement of Work SOW with NARA Language.pdf	PDF	Mar 26, 2026

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.A rc h R

-R e p l

U p g C

L C

H V

A C

.r v t

P M

GI001

COVER SHEET

RJO STW

SIOUX FALLS VA HEALTH CARE SYSTEM

R E

C E

P G

R A

D E

C O

M M

U N

C E

N T

E R

H V

A C

A L

C D

S U

B M

8M A

REPLACE & UPGRADE COMMUNITY LIVING CENTER HVAC

2501 W 22nd STREET SIOUX FALLS SD 57105

W 22ND ST

S WESTERN AVE

S GARFIELD AVE

W 26TH ST ENTRANCE

ENTRANCE

VICINITY MAP

N.T.S.

PROJECT AREA

Mark Revisions: Date:

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.A rc h R

-R e p l

U p g C

L C

H V

A C

.r v t

P M

GI002

INDEX OF DRAWINGS

RJO/AC STW

INDEX OF DRAWINGS

GENERAL INFORMATION

GI001 COVER SHEET

GI002 INDEX OF DRAWINGS

LIFE SAFETY

GI101 LIFE SAFETY PLANS

PHASING

GI102 PHASING PLANS

INFECTION CONTROL

GI103 INFECTION CONTROL ICRA 2ND, 3RD & 5TH FLOORS

GI104 INFECTION CONTROL ICRA 4TH FLOOR

GI105 INFECTION CONTROL VHA PCRA

STRUCTURAL

SS001 STRUCTURAL GENERAL NOTES AND DETAILS

SS102 SECOND FLOOR FRAMING PLAN

SS103 THIRD FLOOR FRAMING PLAN

SS104 FOURTH FLOOR FRAMING PLAN

SS105 FIFTH FLOOR / ATTIC FRAMING PLAN

SS401 ENLARGED PARTIAL PLANS AND LIVE LOAD PLANS

SS501 FRAMING SECTIONS & DETAILS

SS502 FRAMING SECTIONS & DETAILS

ARCHITECTURAL

AG001 ARCHITECTURAL ABBREVIATIONS, LEGENDS AND NOTES

AD102 SECOND FLOOR - DEMOLITION PLAN

AD103 THIRD FLOOR - DEMOLITION PLAN

AD104 FOURTH FLOOR - DEMOLITION PLAN

AD105 FIFTH FLOOR / ATTIC - DEMOLITION PLAN

AD112 SECOND FLOOR - REFLECTED CEILING DEMOLITION

AD113 THIRD FLOOR - REFLECTED CEILING DEMOLITION

AD114 FOURTH FLOOR - REFLECTED CEILING DEMOLITION

AD115 FIFTH FLOOR / ATTIC - REFLECTED CEILING DEMOLITION

AE102 SECOND FLOOR - FLOOR PLAN

AE103 THIRD FLOOR - FLOOR PLAN

AE104 FOURTH FLOOR - FLOOR PLAN

AE105 FIFTH FLOOR / ATTIC - FLOOR PLAN

AE106 ROOF PLAN

AC102 SECOND FLOOR - REFLECTED CEILING PLAN

AC103 THIRD FLOOR - REFLECTED CEILING PLAN

AC104 FOURTH FLOOR - REFLECTED CEILING PLAN

AC105 FIFTH FLOOR / ATTIC - REFLECTED CEILING PLAN

AE201 EXTERIOR ELEVATIONS, SECTIONS AND DETAILS

AE601 ROOM FINISH SCHEDULE

AE701 DOOR & WINDOW FRAME TYPES, SCHEDULE AND DETAILS

AE801 PARTITION TYPES, DETAILS

AE802 PARTITION DETAILS

INTERIORS

IN102 SECOND FLOOR - INTERIOR FINISH PLAN

IN103 THIRD FLOOR - INTERIOR FINISH PLAN

IN104 FOURTH FLOOR - INTERIOR FINISH PLAN

IN105 FIFTH FLOOR /ATTIC - INTERIOR FINISH PLAN

HAZARDOUS MATERIALS

HA103 THIRD FLOOR - HAZARDOUS MATERIALS - ASBESTOS PLAN

HA104 FOURTH FLOOR - HAZARDOUS MATERIALS - ASBESTOS PLAN

HA105 FIFTH FLOOR / ATTIC - HAZARDOUS MATERIALS - ASBESTOS PLAN

FIRE PROTECTION

FD102 SECOND FLOOR - FLOOR PLAN - FIRE PROTECTION DEMOLITION

FD103 THIRD FLOOR - FLOOR PLAN - FIRE PROTECTION DEMOLITION

FD104 FOURTH FLOOR - FLOOR PLAN - FIRE PROTECTION DEMOLITION

FD105 FIFTH FLOOR - FLOOR PLAN - FIRE PROTECTION DEMOLITION

F202 SECOND FLOOR - FLOOR PLAN - FIRE PROTECTION

F203 THIRD FLOOR - FLOOR PLAN - FIRE PROTECTION

F204 FOURTH FLOOR - FLOOR PLAN - FIRE PROTECTION

F205 FIFTH FLOOR - FLOOR PLAN - FIRE PROTECTION

PLUMBING

P000 PLUMBING SYMBOLS AND ABBREVIATIONS

PD102 SECOND FLOOR - FLOOR PLAN - PLUMBING AND MED GAS - DEMO

PD103 THIRD FLOOR - FLOOR PLAN - PLUMBING AND MED GAS- DEMO

PD104 FOURTH FLOOR - FLOOR PLAN - PLUMBING - DEMOLITION

PD105 FIFTH FLOOR - FLOOR PLAN - PLUMBING - DEMOLITION

PP202 SECOND FLOOR - FLOOR PLAN - PLUMBING

PP203 THIRD FLOOR - FLOOR PLAN - PLUMBING

PP204 FOURTH FLOOR - FLOOR PLAN - PLUMBING

PP205 FIFTH FLOOR - FLOOR PLAN - PLUMBING

PG202 SECOND FLOOR - FLOOR PLAN - MEDICAL GAS

PG203 THIRD FLOOR - FLOOR PLAN - MEDICAL GAS

P500 PLUMBING SCHEDULES & DETAILS

MECHANICAL

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD102 SECOND FLOOR - FLOOR PLAN - MECHANICAL - DEMOLITION

MD103 THIRD FLOOR - FLOOR PLAN - MECHANICAL - DEMOLITION

MD104 FOURTH FLOOR - FLOOR PLAN - MECHANICAL - DEMOLITION

MD105 FIFTH FLOOR - FLOOR PLAN - MECHANICAL - DEMOLITION

MH102 SECOND FLOOR - FLOOR PLAN - DUCTWORK

MH103 THIRD FLOOR - FLOOR PLAN - DUCTWORK

MH104 FOURTH FLOOR - FLOOR PLAN - DUCTWORK

MH105 FIFTH FLOOR - FLOOR PLAN - DUCTWORK

MH112 SECOND FLOOR - FLOOR PLAN - AIR BALANCE

MH113 THIRD FLOOR - FLOOR PLAN - AIR BALANCE

MP202 SECOND FLOOR - FLOOR PLAN - HYDRONIC PIPING

MP203 THIRD FLOOR - FLOOR PLAN - HYDRONIC PIPING

MP204 FOURTH FLOOR - FLOOR PLAN - HYDRONIC PIPING

MP205 FIFTH FLOOR - FLOOR PLAN - HYDRONIC PIPING

MP206 SIXTH FLOOR - FLOOR PLAN - HYDRONIC PIPING

MC202 SECOND FLOOR - FLOOR PLAN - AUTOMATIC TEMPERATURE CONTROL

MC203 THIRD FLOOR - FLOOR PLAN - AUTOMATIC TEMPERATURE CONTROL

MC205 FIFTH FLOOR FLOOR - FLOOR PLAN - AUTOMATIC TEMPERATURE CONTROL

M300 ENLARGED PLANS & SECTIONS

M301 ENLARGED PLANS & SECTIONS

M400 RISER DIAGRAMS

M500 MECHANICAL CONTROLS

M501 MECHANICAL CONTROLS

M502 MECHANICAL DETAILS

M503 MECHANICAL DETAILS

M600 MECHANICAL SCHEDULES

M601 MECHANICAL SCHEDULES

M602 MECHANICAL COMCHECK

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED102 SECOND FLOOR - FLOOR PLAN - ELECTRICAL DEMOLITION

ED103 THIRD FLOOR - FLOOR PLAN - ELECTRICAL DEMOLITION

ED104 FOURTH FLOOR - FLOOR PLAN - ELECTRICAL DEMOLITION

ED105 FIFTH FLOOR - FLOOR PLAN - ELECTRICAL DEMOLITION

EL202 SECOND FLOOR - REFLECTED CEILING PLAN - LIGHTING

EL203 THIRD FLOOR - REFLECTED CEILING PLAN - LIGHTING

EL204 FOURTH FLOOR - REFLECTED CEILING PLAN - LIGHTING

EL205 FIFTH FLOOR - REFLECTED CEILING PLAN - LIGHTING

EC204 FOURTH FLOOR - FLOOR PLAN - LIGHTING CONTROL

EC205 FIFTH FLOOR - FLOOR PLAN - LIGHTING CONTROL

EP202 SECOND FLOOR - FLOOR PLAN - POWER & LOW VOLTAGE

EP203 THIRD FLOOR - FLOOR PLAN - POWER & LOW VOLTAGE

EP204 FOURTH FLOOR - FLOOR PLAN - POWER & LOW VOLTAGE

EP205 FIFTH FLOOR - FLOOR PLAN - POWER & LOW VOLTAGE

E500 ONE-LINE DIAGRAM

E600 ELECTRICAL DETAILS

E700 ELECTRICAL SCHEDULES

E701 ELECTRICAL PANEL SCHEDULES

S S

SSSS

S S

S S S S S

SSSSS

S S

SSS S S S S S S S S S S S

S S S

S S S S S S S

S S

SSSSSSS S

S S

SSSSS

S S

SSSSS

SSS

SSSS

S S

SSS

S S

SSS

S S

SS SSS

S S

SSS

S S

SSSSSS

S S

SSSSSSSSSS

SSSS

S S S

S S

SSS

S S

S S S S S

S S S S S S S

S S

SSSSSSS

SSS

SSSSSSSSSSS

S S

SSSSS

SSS

SSSSSSSSSSSSSSSSSSSSSSSSS

S S

SSSS

S S

SSSSSSS

SSS

S S

S S S S S S S S S S

S S

SS S

EXISTING SMOKE PARTITION,

UNO

SYMBOL

PLAN LEGEND

DESCRIPTION

1-HOUR FIRE BARRIER

EXISTING 2-HOUR

FIRE BARRIER WALL, UNO

EXISTING SMOKE RESISTIVE

CORRIDOR WALL, UNO

EXISTING 1-HOUR SMOKE

BARRIER WALL, UNO

EXISTING SMOKE BARRIER

WALL, UNO

30-MINUTE FIRE BARRIER

S S

EXIT

NON-PATIENT CARE

OCCUPANCIES

HAZARDOUS AREA

OUTPATIENT OCCUPANCY

NON-SLEEPING SUITE

TRAVEL DISTANCE

2-HOUR SMOKE BARRIER

(SHAFT WALLS)S S

FEC FEC

FEC

ZONE 5-2-A

11872 SQ FT

EXISTING HEALTH

CARE OCCUPANCY

STAIR 3

FHV

ZONE 5-2-D

3291 SQ FT

EXISTING HEALTH

CARE OCCUPANCY

STAIR 1FHV

STAIR 7

FHV

51' - 9"

154' - 3"

132' - 10"

65' - 5"

18' - 0"

121' - 3"

ELEVATOR

LOBBY

MECHANICAL

247A

TLT

STRG

242A

OXG

TLT

STAIR #3

228F

228E

228D

CORRIDOR

FAMILY

WAITING

RECEPTION

CORRIDOR

200A

CONFERENCE

ROOM

DBL

TLT

289A

CORRIDOR

DBL

ELEC

288A

NURSES

STATION

TLT

248A

RESIDENT

SHOWER

SOILED

UTILITY

CLEAN

LINEN

251 HAC

TELECOMM

ELEC.

STAIR #2

RECREATION

TLT

259A

BREAK

ROOM

STAIRS #7

WHEELCHAIR

STORAGE

RESTORATIVE

ROOM

SGL

TLT

263A

DBL

CORRIDOR

TLT

254A

ELEC.

255A

STORAGE

LG.DBL.

DBL

TLT

252A

SGL

DBL

TLT

265A

LOGISTICS

CLEAN

SUPPLY

ROOM

OXYGEN

STORAGE

DBL

CORRIDOR

291 SGL

TLT

283A

TLT

272A

SGL

273 DBL

TLT

281A

SGL

281SGL

TLT

274A

HOSPICE

280A

OFFICE

SGL

TLT

276A

OFFICE

277 STAIR #1

CRASH

CART

ALCOVE

270A

RECREATION

/ DINING

TLT

344A

TLT

ELEVATOR

LOBBY

STAIR #3

343A

332D

332E

CORRIDOR

FAMILY

WAITNG

PALLIATIVE

& HOSPICE

CARE

E C & R

PALLIATIVE

& HOSPICE

REHAB &

EXTENDED

CARE

DBL

TLT

389A

DBL

CORRIDOR

RESIDENT

SHOWER

TLT

353A

DBL

CONFERENCE

ROOM

MECHANICAL

352A

SOILED

UTILITY

CLEAN

LINEN

ELEC

388A

NURSES

STATION

ELEC.

TELECOMM

HAC

CORRIDOR

SGL

TLT

367A

DBL

TLT

357A

DBL

CORRIDOR

LG DBL

STORAGE

360A

ELEC

360B

TLT

359A

TLT

363A BREAK

ROOM

CORRIDOR

STAIR #7

DBL

TLT

365A

DBL

LOGISTICS

CLEAN

SUPPLY

ROOM

OXYGEN

STOR.

386A

DBL

TLT

385A

TLT

374A

SGL

DBL

TLT

376A

SGL

HOSPICE

TLT

383A

DBL

SGL

CORRIDOR

PALLIATIVE

& HOSPICE

CARE

STAIR #1

STORAGE

ROOM

TLT

378A

FEC FEC

FEC

ZONE 5-4-A

15382 SQ FT

BUSINESS OCCUPANCY

STAIR 3

STAIR 2

FHV

STAIR 1

FHV

28' - 10"

184' - 9"

119' - 8"

STORAGE

473A

ATTIC /

UTILITY

ATTIC

534B

FECFEC

ZONE 5-5-C

4346 SQ FT

INDUSTRIAL

OCCUPANCY

ZONE 5-5-A

9792 SQ FT

BUSINESS OCCUPANCY

STAIR 3

STAIR 2FHV

147' - 1"

294' - 11"

ELEVATOR

LOBBY

485STAIR #3

TLT

442A

Room 442B

MECH

445A

WAITING

ROOM

RECEPTION

CORRIDOR

DATA

440A

RECEPTION

WORK

ROOM

Room 477A

Room 477B

Room 477C

Room 477D

Room 477E

Room 477F

Room 477G

MECH

446A

OFFICE

EXAM

447A

FEMALE

MALE

EXAM

Room 477H

Room 477I

LOUNGE

CORRIDOR

SOILED

UTILITY

DATA

452A

STOR.

STAIR 2

447D

CLEAN UTIL.

OFFICE

EXAM 12

EXAM 11

UROLOGY

EXAM 10

UROLOGY

EXAM 9

EXAM 8

PODIARTY

EXAM

464A

RESTROOM

464C

PODIATRY

464D

STAIR #1

CORRIDOR

EMS

Room 457A

EXAM 1

EXAM 2

EXAM 3

EXAM 4

EXAM 5

EXAM 6

PODIATRY

463A

Room

RESTROOM

463C

PODIATRY

463B

505A

WAITING

ELEVATOR

LOBBY

EXAM

STAIR

500A

TELE

ELEC

LINEN

LOCKER

510C

TLT

510D TLT

510B

LOCKER

510A

COMM.

STORAGE

OFFICE

TLT

H.A.C.

OFFICE

ELEC

CORRIDOR

500C

OFFICE

534AFEC

FEC

FHV

ZONE 5-3-A

12274 SQ FT

EXISTING HEALTH

CARE OCCUPANCY

STAIR 3

STAIR 2FHV

ZONE 5-3-D

3300 SQ FT

EXISTING HEALTH

CARE OCCUPANCY

STAIR 1FHV

STAIR 7

FHV

51' - 2"

154' - 4" 90' - 3"

156' - 9"

17' - 8"

121' - 1"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.A rc h R

-R e p l

U p g C

L C

H V

A C

.r v t

P M

GI101

LIFE SAFETY PLANS

RJO/AC STW

1/16" = 1'-0"3

SECOND FLOOR - LIFE SAFETY

1/16" = 1'-0"1

THIRD FLOOR - LIFE SAFETY

1/16" = 1'-0"4

FOURTH FLOOR - LIFE SAFETY

1/16" = 1'-0"2

FIFTH FLOOR /ATTIC - LIFE SAFETY

KEY PLAN

08' 8' 16'4'

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

S S

SSSS

S S

S S S S S

SSSSS

S S

SSS S S S S S S S S S S S

S S S

S S S S S S S

S S

SSSSSSS S

S S

SSSSS

S S

SSSSS

SSS

SSSS

S S

SSS

S S

SSS

S S

SS SSS

S S

SSS

S S

SSSSSS

S S

SSSSSSSSSS

S S

SSS

S S

S S S S S

S S S S S S S

S S

SSSSSSS

SSS

SSSSSSSSSSS

S S

SSSSS

SSS

SSSSSSSSSSSSSSSSSSSSSSSSS

S S

SSSS

S S

SSSSSSS

SSS

S S

S S S S S S S S S S

S S

SS S

SSSS

S S S

280A

TLT

STRG

242A

ELEVATOR

LOBBY

TLT

OXG

STAIR #3

228F

228D

228E

CORRIDOR

FAMILY

WAITING

RECEPTION

CORRIDOR

200A

DBL

CONFERENCE

ROOM

DBL

MECHANICAL

247A

CORRIDOR

NURSES

STATION

ELEC

288A

DBL

TLT

289A

TLT

248A

RESIDENT

SHOWER

SGL

DBL

CLEAN

LINEN

SOILED

UTILITY

HAC

TELECOMM

268 STAIR #2

ELEC.

DBL

TLT

252A

TLT

265A

DBL

LG.DBL.

STORAGE

ELEC.

255A

TLT

254A CORRIDOR

TLT

263A

SGL

RECREATION

WHEELCHAIR

STORAGE

RESTORATIVE

ROOM

STAIRS #7

BREAK

ROOM

TLT

259A

STAIR #1

OFFICE

TLT

276A

SGL

HOSPICE

SGL

TLT

281A

DBL

SGL

TLT

274A

SGL

TLT

272A

SGL

TLT

283A

DBL

OXYGEN

STORAGE

SGL

LOGISTICS

CLEAN

SUPPLY

ROOM

STAIR #1

CORRIDOR

ACCESS TO MECHANICAL

ROOM DURING PHASE 1 IS

THROUGH THE KITCHEN.

ELEVATOR

LOBBY

TLT

344A

TLT

STAIR #3

343A

332D

332E

CORRIDOR

FAMILY

WAITNG

PALLIATIVE

& HOSPICE

CARE

E C & R

PALLIATIVE

& HOSPICE

REHAB &

EXTENDED

CARE

DBL

CONFERENCE

ROOM

MECHANICAL

352A

DBL

353 TLT

353A

RESIDENT

SHOWER

CORRIDOR

TLT

389A

DBL

ELEC

388A

NURSES

STATION

SOILED

UTILITY

CLEAN

LINEN

356 CORRIDOR

HAC

TELECOMM

DBL

SGL

TLT

367A

TLT

357A

DBL

CORRIDOR

LG DBL

DBL

TLT

359A

ELEC

360BSTORAGE

360A

RECREATION

/ DINING

CORRIDOR

STAIR #7

BREAK

ROOM

TLT

363A

DBL

TLT

365A

ELEC.

OXYGEN

STOR.

386A

SGL

TLT

374A

DBL

LOGISTICS

CLEAN

SUPPLY

ROOM

TLT

385A

SGL

DBL

375 DBL

TLT

383A

SGL

TLT

376A

HOSPICE

377 DBL

PALLIATIVE

& HOSPICE

CARE

SGL

TLT

378A

STORAGE

ROOM

380 STAIR #1

CORRIDOR

TLT

442A

Room 442B

TLT

ELEVATOR

LOBBY

STAIR #3

DATA

440A

CORRIDOR

RECEPTION

401 RECEPTION

WAITING

ROOM

MECH

445A

MECH

446A

OFFICE

WORK

ROOM

Room 477A

Room 477B

EXAM

447A

FEMALE

MALE

EXAM

Room 477C

Room 477D

Room 477E

Room 477F

Room 477G

Room 477H

Room 477I

CORRIDOR

LOUNGE

CORRIDOR

WAITING

ROOM

SOILED

UTILITY

OFFICE

CLEAN UTIL.

454STOR.

DATA

452A

Room 457A

EMS

EXAM 1

EXAM 2

EXAM 12

EXAM 11

EXAM 3

EXAM 4

EXAM 5

UROLOGY

EXAM 10

UROLOGY

EXAM 9

EXAM 8

PODIARTY

EXAM

464A

RESTROOM

464C

PODIATRY

464D

EXAM 6

PODIATRY

463A

Room

RESTROOM

463C

PODIATRY

463B

ATTIC

534A

CORRIDOR

500C

OFFICE

H.A.C.

TLT

STORAGE

OFFICE

ELEC

OFFICE

ELEVATOR

LOBBY

LINEN

EXAM

WAITING

505A

STAIR

500A

STAIR

500A

TELE

ELEC

LOCKER

510C

TLT

510D

TLT

510B

LOCKER

510A

TLT

COMM.

546510

PHASE 1

PHASING NOTES & LEGENDS

PHASE 1 - 3RD FLOOR, 4TH FLOOR

A. CONTRACTOR TO LOCATE AND VERIFY EXISTING

UTILITY LINES, PIPES, HVAC DUCTS RUNNING

THROUGH THE PROJECT AREA.

B. CONTRACTOR TO DEMO, REPLACE, AND RELOCATE

EXISTING UTILITY LINES, PIPES, HVAC DUCTS

AS INDICATED IN THE DRAWINGS AND

SPECIFICATIONS WITHOUT DISRUPTING THE

EXISTING BUILDING OPERATIONS.

C. CONTRACTOR SHALL NOTIFY VA OF THE PLANNED

COMPLETION DATE OF PHASE 1 SO VA CAN

PLAN THE TRANSITION OF OPERATIONS BACK INTO

PHASE 1 AREA ACCORDINGLY.

D. FOURTH FLOOR SHALL REMAIN OCCUPIED DURING

CONSTRUCTION. ALL CONSTRUCTION ACTIVITIES

SHALL BE COORDINATED WITH COR AND HOSPITAL

OPERATIONS, TYP.

PHASE 1A

GENERAL PHASING NOTES:

THE PHASING NARRATIVE AND PHASING FLOOR PLANS PROVIDE A GENERAL OVERVIEW FOR

PROJECT PHASING AS DESIGNED. NEITHER THE NARRATIVE NOR THE DRAWINGS ARE

INTENDED TO FULLY COMMUNICATE EVERY ASPECT OF PHASING OR THE ENTIRE SEQUENCE

OF CONSTRUCTION ACTIVITIES AS THEY RELATE TO PHASING. THE CONTRACTOR SHALL

UNDERSTAND THE GENERAL SCOPE OF PHASING AS DESCRIBED HEREIN AND WORK WITH

THE PROJECT CONTRACTING OFFICER'S REPRESENTATIVE (COR) THROUGHOUT THE

CONSTRUCTION PROCESS TO DEVELOP APPROPRIATE PLANS FOR APPROACHING THE

VARIOUS DETAILS OF EACH PHASE OF THE PROJECT, INCLUDING (BUT NOT LIMITED TO):

TIMING OF CHANGES TO BUILDING SYSTEMS, EXACT LOCATIONS OF TEMPORARY WALLS AND

EGRESS DOORS, TRANSITIONS BETWEEN PHASES, INFECTION CONTROL MEASURES,

HAZARDOUS MATERIALS ABATEMENT, CONSTRUCTION CIRCULATION PATHWAYS, AND

EMERGENCY PREPAREDNESS.

REFER TO ABATEMENT SPECIFICATION SECTIONS IN THE SPECIFICATIONS MANUAL.

HAZARDOUS MATERIALS SHALL BE ABATED IN A MANNER CONGRUENT WITH THE GENERAL

PHASING PLAN. REFER ALSO TO DEMOLITION PLANS FOR ADDITIONAL CLARIFYING

INFORMATION. COPIES OF THE MOST CURRENT ASBESTOS REPORT AND LEAD-BASE PAINT

REPORT ARE TO BE OBTAINED FROM THE COR.

THIS PHASING PLAN INCLUDES LOCATING ACTIVE CONSTRUCTION ZONES DIRECTLY

ADJACENT TO WORKING AREAS. SPECIAL CARE SHALL BE TAKEN BY THE CONTRACTOR

TO COORDINATE DISRUPTIVE ACTIVITIES (NOISE, VIBRATION, ETC. IN SUCH A WAY AS TO

MINIMIZE THEIR IMPACT ON THE VA'S ABILITY TO PROVIDE HEALTHCARE SERVICES. THE

PROJECT COR SHALL HAVE THE AUTHORITY TO STOP ANY ACTIVITY DEEMED TOO

DISRUPTIVE FOR HOSPITAL OPERATIONS AND WILL ASSIST THE CONTRACTOR IN

SCHEDULING AN APPROPRIATE TIME OR PLACE FOR THE SAME ACTIVITY. THE CONTRACTOR

SHALL NOTIFY THE COR IN ADVANCE OF ANY AND ALL ACTIVITIES THAT COULD HAVE THE

POTENTIAL TO DISRUPT THE ADJACENT DEPARTMENTS.

PHASING LEGEND

PHASE 2

PHASE 2 - 2ND FLOOR

A. AFTER COMPLETION OF THIRD FLOOR WORK, THE

CONTRACTOR SHALL ALLOW FOR UP TO SIX (6) WEEKS

BETWEEN PHASES FOR THE OWNER'S TRANSITION

ACTIVITIES TO VACATE SECOND FLOOR AND OCCUPY

THIRD FLOOR.

B. CONTRACTOR TO LOCATE AND VERIFY EXISTING

UTILITY LINES, PIPES, HVAC DUCTS RUNNING

THROUGH THE PROJECT AREA.

C. CONTRACTOR TO DEMO, REPLACE, AND RELOCATE

EXISTING UTILITY LINES, PIPES, HVAC DUCTS

AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS

WITHOUT DISRUPTING THE EXISTING BUILDING

OPERATIONS.

D. CONTRACTOR SHALL NOTIFY VA OF THE PLANNED

COMPLETION DATE OF PHASE 2 SO VA CAN

PLAN THE TRANSITION OF OPERATIONS BACK INTO

PHASE 2 AREA ACCORDINGLY.

PHASE 1a - 5TH FLOOR/ ATTIC

A. CONTRACTOR TO LOCATE AND VERIFY EXISTING

UTILITY LINES, PIPES, HVAC DUCTS RUNNING

THROUGH THE PROJECT AREA.

B. CONTRACTOR TO DEMO, REPLACE, AND RELOCATE

EXISTING UTILITY LINES, PIPES, HVAC DUCTS

AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS

WITHOUT DISRUPTING THE EXISTING BUILDING

OPERATIONS.

C. CONTRACTOR SHALL NOTIFY VA OF THE PLANNED

COMPLETION DATE OF PHASE 1a SO VA CAN

PLAN THE TRANSITION OF OPERATIONS BACK INTO

PHASE 1a AREA ACCORDINGLY.

D. FOURTH FLOOR SHALL REMAIN OCCUPIED DURING

CONSTRUCTION. ALL CONSTRUCTION ACTIVITIES

SHALL BE COORDINATED WITH COR AND HOSPITAL

OPERATIONS, TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.A rc h R

-R e p l

U p g C

L C

H V

A C

.r v t

P M

GI102

PHASING PLANS

RJO/AC STW

1/16" = 1'-0"3

SECOND FLOOR - PHASING PLAN

1/16" = 1'-0"1

THIRD FLOOR - PHASING PLAN

1/16" = 1'-0"4

FOURTH FLOOR - PHASING PLAN

1/16" = 1'-0"2

FIFTH FLOOR - PHASING PLAN

KEY PLAN

NOTE:

DURING CONSTRUCTION WORK PROTECT

FLOOR FINISHES BETWEEN ELEVATORS

AND WORK AREAS - TYP ALL FLOORS

08' 8' 16'4'

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

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.A rc h R

-R e p l

U p g C

L C

H V

A C

.r v t

P M

GI103

INFECTION CONTROL ICRA 2ND, 3RD

& 5TH FLOORS

RJO/AC STW

INFECTION CONTROL ICRA 2ND, 3RD & 5TH FLS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.A rc h R

-R e p l

U p g C

L C

H V

A C

.r v t

P M

GI104

INFECTION CONTROL ICRA 4TH FLOOR

RJO/AC STW

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

INFECTION CONTROL ICRA 4TH FLOOR

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

INFECTION CONTROL ICRA 4TH FLOOR

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

INFECTION CONTROL ICRA 4TH FLOOR

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

INFECTION CONTROL ICRA 4TH FLOOR

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

INFECTION CONTROL ICRA 4TH FLOOR

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

INFECTION CONTROL ICRA 4TH FLOOR

1 1/2" = 1'-0"7

INFECTION CONTROL ICRA 4TH FLOOR

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.A rc h R

-R e p l

U p g C

L C

H V

A C

.r v t

P M

GI105

INFECTION CONTROL VHA PCRA

RJO/AC STW

INFECTION CONTROL VHA PCRA

GENERAL STRUCTURAL NOTES

DESIGN CRITERIA:

BUILDING CODE: 2018 IBC

SNOW LOAD:

GROUND SNOW LOAD Pg = 40 PSF EXPOSURE FACTOR Ce = 1.0 THERMAL FACTOR Ct= 1.

IMPORTANCE FACTOR I = 1.2

RAIN ON SNOW = 0 PSF

RISK CATEGORY IV

WIND LOAD:

ULTIMATE WIND SPEED Vult = 125 MPH (3 SECOND GUST) ASD WIND SPEED Vasd = 97 MPH (3 SECOND GUST)

GUST EFFECT FACTOR G = 0.85

EXPOSURE CATEGORY B

RISK CATEGORY IV

SEISMIC LOAD:

MAPPED SPECTRAL RESPONSE COEFFICIENTS

Ss = 0.091 S1 = 0.035

DESIGN SPECTRAL RESPONSE COEFFICIENTS

Sds = 0.097 Sd1 = 0.057

RISK CATEGORY IV

IMPORTANCE FACTOR I = 1.5

SEISMIC DESIGN CATEGORY A

SEISMIC SITE CLASS D (ASSUMED)

ANALYSIS PROCEDURE USED: NONE – EXISTING SEISMIC LFRS NOT TRIGGERED

FLOOR LIVE LOAD:

ATTIC (RAISED FLOOR) = 40 PSF

EXIST. MECHANICAL ROOM = 150 PSF

GUARDRAILS = 200# CONCENTRATED LOAD IN ANY DIRECTION

DELEGATED DESIGN

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE FOLLOWING ITEMS

- HANDRAILS AND GUARDRAILS.

- NON STRUCTURAL AT/FP RESTRAINTS, COMPONENTS WEIGHING 31 POUNDS OR

MORE, RESTRAINED AGAINST 2 TIMES THEIR WEIGHT IN ANY DIRECTION.

GENERAL PROJECT NOTES

1. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO FABRICATION OR CONSTRUCTION.

2. THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY EXISTING CONDITIONS WHICH

DIFFER FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS.

3. THE ENGINEER WILL NOT ACCEPT SHOP DRAWINGS WITHOUT FIRST BEING REVIEWED AND

SIGNED BY THE CONTRACTOR. ALL CHANGES SHALL BE FLAGGED AND NOTED AS

DEVIATING FROM THE CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE EXISTING

BUILDING DURING THE EXECUTION OF THE CONTRACT.

5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND BRACING TO

PROTECT THE EXISTING STRUCTURE AND UNFINISHED NEW CONSTRUCTION.

SPECIAL INSPECTIONS:

1. PROVIDE SPECIAL INSPECTIONS AS REQUIRED IN ACCORDANCE WITH THE INTERNATIONAL

BUILDING CODE FOR THE FOLLOWING: STRUCTURAL STEEL IN ACCORDANCE WITH THE

QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360.

2. PROVIDE THE SPECIAL INSPECTOR 48 HOURS PRIOR NOTICE FOR THE SPECIAL

INSPECTIONS.

CONCRETE AND REINFORCING STEEL:

1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 "SPECIFICATIONS

FOR STRUCTURAL CONCRETE FOR BUILDINGS" UNLESS NOTED OTHERWISE.

2. CONCRETE CLASSES AND USAGES:

A. CONCRETE EQUIPMENT PADS:

- MINIMUM COMPRESSIVE STRENGTH; 3000 PSI AT 28 DAYS

- MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO; 0.55

- SAND/GRAVEL AGGREGATE

- SLUMP RANGE BETWEEN 2" AND 4"

- NO ENTRAINED AIR

3. FLY ASH MAY BE USED UP TO 25%, BY WEIGHT, OF CEMENTITIOUS MATERIAL. FLY ASH

SHALL NOT BE USED IN SLABS WITH EXPOSED CONCRETE FINISH.

4. NON-SHRINK GROUT SHALL BE CEMENTITIOUS STRUCTURAL GROUT AND SHALL NOT

CONTAIN METALLIC MATERIAL OR CHLORIDES. MINIMUM COMPRESSIVE STRENGTHS SHALL

BE AS FOLLOWS, 3,000 PSI AT 1 DAY, 5,000 PSI AT 7 DAYS AND 6,000 PSI AT 28 DAYS.

5. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60, UNLESS NOTED OTHERWISE.

6. WELDED STEEL WIRE FABRIC SHALL BE ASTM A-1064, PLAIN TYPE AND FINISH, FLAT

SHEETS.

7. ALL REINFORCING SHALL BE CONTINUOUS OR SHALL LAP 56 BAR DIAMETERS UNLESS

NOTED OTHERWISE.

8. WHERE THE SPACING OF SLAB REINFORCING IS CALLED OUT AS "ON CENTER (O.C.)",

PLACE THE FIRST BAR 3" FROM THE EDGE OF THE SLAB.

9. ALL REINFORCING STEEL SHALL BE EITHER CONTINUOUS OR DOWELED THROUGH

CONSTRUCTION JOINTS. DOWELS SHALL BE THE SAME SIZE AND SPACING AS SCHEDULED

REINFORCING AND SHALL LAP 56 BAR DIAMETERS.

10. EQUIPMENT PADS SHALL BE REINFORCED WITH 6X6-W1.4XW1.4.

11. CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS UNLESS NOTED

OTHERWISE:

MINIMUM COVER (INCHES)

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH --------------------------- 3

EXPOSED TO EARTH OR WEATHER

#5 BARS AND SMALLER --------------------------------------------------------------- 1 ½ #6 THROUGH #18 BARS ----------------------------------------------------------------- 2

NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH,

SLABS, WALLS AND JOISTS

#11 BARS AND SMALLER ------------------------------------------------ ¾

12. THE CONTRACTOR SHALL SUBMIT CONCRETE REINFORCING STEEL SHOP DRAWINGS TO

THE ARCHITECT.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE

WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND THE "CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITIONS.

2. ALL WIDE FLANGES SHALL BE ASTM A992, GRADE 50, UNLESS NOTED OTHERWISE.

CHANNELS, ANGLES AND PLATE MATERIAL SHALL BE ASTM A36.

3. ALL STRUCTURAL PIPES SHALL BE ASTM A53, GRADE B, FY = 35 KSI.

4. ALL ROUND HOLLOW STRUCTURAL SECTIONS (HSS) SHALL BE ASTM A500, GRADE C, Fy=46

KSI.

5. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL BE ASTM A500,

GRADE C, FY = 50 KSI.

6. ALL STRUCTURAL STEEL BOLTS SHALL BE 3/4" DIAMETER ASTM A325N.

7. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH

AWS D.1.1, LATEST EDITION.

8. ALL WELDS SHALL BE MADE WITH E70 ELECTRODES.

9. STEEL SHALL BE THOROUGHLY CLEANED OF MILL SCALE PRIOR TO APPLICATION OF THE

PRIMER IN ACCORDANCE WITH SSPC SP-2 OR SP-3.

10. SHOP PAINT STRUCTURAL STEEL WITH ONE COAT, 2 MILS OF FABRICATOR'S STANDARD

PRIMER. DO NOT PAINT THE CONTACT SURFACES OF SLIP-CRITICAL BOLTED

CONNECTIONS, OF FIELD WELDED CONNECTIONS OR OF STEEL IN CONTACT WITH

CONCRETE.

11. STANDARD AISC CONNECTIONS SHALL BE USED UNLESS SHOWN OTHERWISE. NO

CONNECTION SHALL HAVE LESS THAN TWO BOLTS OR AN EQUIVALENT WELD.

12. THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO THE

ARCHITECT.

STRUCTURAL LUMBER AND CARPENTRY:

1. ALL STRESS GRADES AND DESIGN CRITERIA SHALL BE BASED ON THE NATIONAL DESIGN

SPECIFICATION (2012 EDITION), TABLE 4A, PUBLISHED BY THE AMERICAN WOOD COUNCIL.

2. ALL LUMBER, INCLUDING BLOCKING, SHALL BE #2 SPF OR BETTER, UNLESS NOTED

OTHERWISE.

3. ALL LUMBER SHALL HAVE A MOISTURE CONTENT NOT GREATER THAN 19% AND SHALL BE

SMOOTH ON ALL 4 SIDES (S4S).

4. PROVIDE ONE HEAVY GALVANIZED WASHER UNDER ALL BOLTS WHERE A PLATE WASHER

IS NOT SHOWN.

FASTENERS:

1. ALL EXPANSION ANCHORS SHALL BE THE SIZE AND EMBEDMENT AS SHOWN ON THE

DRAWINGS. WHEN EMBEDMENT IS NOT SHOWN ON THE DRAWINGS, THE EMBEDMENT SHALL

BE THE STANDARD EMBEDMENT AS RECOMMENDED BY THE MANUFACTURER.

2. APPROVED EXPANSION ANCHORS SHALL BE:

a. KWIK BOLT 3 EXPANSION ANCHOR BY HILTI,

b. TRUBOLT WEDGE ANCHOR BY ITW RAMSET / REDHEAD,

c. OR AN APPROVED EQUAL.

3. ALL ADHESIVE ANCHORS SHALL BE THE SIZE AND EMBEDMENT AS SHOWN ON THE

DRAWINGS. WHEN EMBEDMENT IS NOT SHOWN ON THE DRAWINGS, THE EMBEDMENT SHALL

BE THE STANDARD EMBEDMENT AS RECOMMENDED BY THE MANUFACTURER.

4. APPROVED ADHESIVE ANCHORS SHALL BE:

a. HY-200 INJECTION ADHESIVE ANCHOR INTO SOLID CONCRETE OR SOLID MASONRY

BLOCK, BY HILTI,

b. HY-70 INJECTION ADHESIVE ANCHOR WITH SCREEN TUBE INTO HOLLOW MASONRY

BLOCK OR SOLID BRICK WITH VOIDS, BY HILTI,

c. EPCON ADHESIVE ANCHOR SYSYEM WITH CERAMIC 6 EPOXY INTO SOLID

CONCRETE OR SOLID MASONRY, BY ITW RAMSET / REDHEAD,

d. EPCON ADHESIVE ANCHOR SYSYEM WITH CERAMIC 6 EPOXY WITH SCREEN TUBES

INTO HOLLOW MASONRY BLOCK OR SOLID BRICK WITH VOIDS, BY ITW RAMSET /

REDHEAD,

e. OR AN APPROVED EQUAL.

DEMOLITION:

1. PRIOR TO REMOVAL OF THE EXISTING SUPPORTING STRUCTURE, ADEQUATELY SHORE

THE EXISTING PORTIONS SO THAT NO MOVEMENT OCCURS. MAINTAIN THE EXISTING LINES

AND ELEVATIONS AFTER PERMANENT SUPPORTS ARE IN PLACE.

THIRD FLOOR FRAMING

PLAN

1534' - 8 3/4"

(E) BEAM

(E) CONC. SLAB

& METAL DECK

(E) MASONRY

(E) CONC. SLAB & JOISTS

(E) CONC. BEAM

L4X4x5/16, CUT INTO (E) BRICK

BEFORE REMOVING BRICK BELOW

ANGLE. PROVIDE 6" BRG. EA. END ON

BRICK OR STONE. IF END OF LINTEL

DOES NOT HAVE BRICK FOR BRG.,

PROVIDE NEW BRICK

REMOVE (E) MASONRY BELOW CONC.

BEAM AS REQ'D TO INSTALL DUCT

DUCT - SEE MECH.ALIGN BOT. OF ANGLE WITH

BOT. OF ADJ. CONC. BEAM

3/16

TYP.

HSS 6x3

PL 1/4x5x5, EA. SIDE

MAX.

1/2"

5/8

HSS 6x3

TOP OF (E)

CONC. FLOOR

18" O.C.

1/4" STEEL FLOOR PL,

PUNCH HOLES

FOR PUDDLE WELDS

MAX.

3/8" 3/16 1 1/2 @

18" O.C.

#12 SELF TAPPING OR SELF

DRILLING / SELF TAPPING SCREWS

@ 18" O.C. HEADS SHALL BE

EITHER FLAT, OVAL, OR PAN - HEX

HEADS NOT ACCEPTABLE

OPTION 1 OPTION 2 OPTION 3

GAP AT FLOOR PL

1' - 0"

2" MIN. CLR.

SEE NOTE BELOW

A S

N O

T E

3/4" CHAMFER,

ALL SIDES

3/8" Ø BOLTS IN 3/8" Ø DROP-IN EXP.

ANCHORS AT 18" O.C., MAX.

SPACING AROUND PAD PERIMETER

#4 @ 12" O.C., EA. WAYSLAB ON GRADE OR STRUCTURAL

SLAB - REINF. NOT SHOWN FOR CLARITY

NOTE: COORDINATE SIZE AND LOCATION OF PADS W/ MECH. AND ELEC.

CONTRACTORS. PAD CONFIGURATION, SIZE AND LOCATION OF ANCHORS

AND SLEEVES SHALL CONFORM TO MFR'S REQUIREMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 1

Phase

ARCHITECT/ENGINEER OF RECORD STAM

321 4 5 6 7 8 9 1

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.S tr u c t_

N u m b e r-

R e p l

U p g C

L C

.r v t

P M

SS001

STRUCTURAL GENERAL NOTES AND

DETAILS

DRS MGJ

3/4" = 1'-0"B5

MECHANICAL PENETRATION AT (E) WALL DET.

1 1/2" = 1'-0"B3

BEAM SPLICE DETAIL

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

TYP. FLOOR PLATE CONN. DETAIL

Mark Revisions: Date:

1 1/2" = 1'-0"D3

HOUSE KEEPING PAD DETAIL

(E)RIBBED SLAB 5 x 8 +2 1/2"

(E ) W

(E) W16(E) W16

(E ) W

SEE NOTE 1

5-AH1

4000#

(E )R

E D

B x

1/ 2"

(E)RIBBED SLAB 5 x 8 +2 1/2"

(E)W24X146 (E)W24X146

(E )W

(E)W24X192 (E)W24X131

(E)W24X68(E)W24X146

(E )W

(E)W24X68

(E )W

(E)W24X94 (E)W24X117

(E )W

EXISTING FINISH FLOOR ELEVATION = 1522'-9 3/4"

CONC. PADS

EXTEND

CONC. PAD

FRAMING PLAN NOTES:

1. VERIFY EXISTING BEAM TO COLUMN CONNECTION CONSISTS OF DOUBLE ANGLE CONNECTION PER .

IF NOT, REINFORCE CONNECTION WITH WELD AS SHOWN IN DETAIL. REMOVE AND REPLACE FIREPROOFING AS REQ'D.

2. SEE MECHANICAL FOR CONCRETE PADS REQ'D AT EQUIPMENT IN MECHANICAL ROOM. SEE

SS502

SS001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 1

Phase

ARCHITECT/ENGINEER OF RECORD STAM

321 4 5 6 7 8 9 1

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.S tr u c t_

N u m b e r-

R e p l

U p g C

L C

.r v t

P M

SS102

SECOND FLOOR FRAMING PLAN

DRS MGJ

1/8" = 1'-0"F1

SECOND FLOOR FRAMING PLAN

B E

D S

B x

(E) RIBBED SLAB

5 x 8 1/2 + 2 1/2"

(E) W24

(E) W24(E) W24

(E) W16(E) W16

(E) RIBBED SLAB

5 x 8 1/2 + 2 1/2"

(E) 5" CONC. SLAB

W 8X21

W 10x22W x2

SEE NOTE 1

SS401

5-AH2

4000#

(E) W24 (E) W24

W8X18

SEE NOTE 2

EXISTING FINISH FLOOR ELEVATION = 1534'-8 3/4"

SS001

TYP.

CONC. PADS

EXTEND

CONC. PAD

SEE MECH. FOR SIZE, LOCATION AND

NUMBER OF LINTELS REQ'D FOR

DUCTS AT SECOND FLOOR CEILING

W 8X

FRAMING PLAN NOTES:

1. VERIFY EXISTING BEAM TO COLUMN CONNECTION CONSISTS OF DOUBLE ANGLE CONNECTION PER .

IF NOT, REINFORCE CONNECTION WITH WELD AS SHOWN IN DETAIL. REMOVE AND REPLACE FIREPROOFING AS REQ'D.

2. ADD BEAMS TO SUPPORT EXIST. COMPOSITE FLOOR FIELD VERIFY LOCATION W/ MECH. SEE DET. CONNECTION

TO EXIST. BEAM PER DET. . REMOVE AND REPLACE FIREPROOFING AS REQ'D.

3. SEE MECHANICAL FOR CONCRETE PADS REQ'D AT EQUIPMENT IN MECHANICAL ROOM.

SS502

SS502D1

SS502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 1

Phase

ARCHITECT/ENGINEER OF RECORD STAM

321 4 5 6 7 8 9 1

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.S tr u c t_

N u m b e r-

R e p l

U p g C

L C

.r v t

P M

SS103

THIRD FLOOR FRAMING PLAN

DRS MGJ

1/8" = 1'-0"F1

THIRD FLOOR FRAMING PLAN

B E

D S

B x

(E) RIBBED SLAB

5 x 8 1/2 + 2 1/2"

(E) W16(E) W16

W x2

W 10x22

W 8X21

SS401

(E )W

(E )4

(E)4B14_W24X192 (E)4B24_W24X76

(E )W

(E )4

)4 B

(E )W

(E )4

(E)4B8_W24X146 (E)4B9_W24X68

(E )W

(E )4

(E)4B5_W24X84 (E)4B6_W24X94

(E )4

(E)4B11_W24X192 (E)4B12_W24X131

W8X18

SEE NOTE 1

EXISTING FINISH FLOOR ELEVATION = 1546'-7 3/4"

SS001

TYP.

SEE MECH. FOR SIZE, LOCATION AND

NUMBER OF LINTELS REQ'D FOR

DUCTS AT THIRD FLOOR CEILING

SS001

TYP.

FRAMING PLAN NOTES:

1. ADD BEAMS TO SUPPORT EXIST. COMPOSITE FLOOR SLAB. FIELD VERIFY LOCATION W/ MECH.

SEE DET. CONN. TO EXIST BEAM PER DET. . REMOVE AND REPLACE FIREPROOFING AS REQ'D.

2. SEE MECHANICAL FOR CONCRETE PADS REQ'D AT EQUIPMENT IN MECHANICAL ROOM.

SS502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 1

Phase

ARCHITECT/ENGINEER OF RECORD STAM

321 4 5 6 7 8 9 1

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.S tr u c t_

N u m b e r-

R e p l

U p g C

L C

.r v t

P M

SS104

FOURTH FLOOR FRAMING PLAN

Checker Author

1/8" = 1'-0"F1

FOURTH FLOOR FRAMING PLAN

(E)RIBBED SLAB 5 x 6 +2 1/2"

(E ) R

E D

B x

1/ 2"

(E) RIBBED SLAB

5 x 8 1/2 + 2 1/2"

(E ) W

(E) W16(E) W16

W 10x22

C10 x2

METAL STUD WALL

5-AH3

3600#

5-AH4

3500#

SS401

12' - 3 1/2"

8' - 8"

12' - 3 1/2"

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6x3x3/16

TYP., U.N.O.

EXISTING FINISH FLOOR ELEVATION = 1559'-4 3/4" (AT NORTH ATTIC)

W8X18

SEE NOTE 1OPENING - SEE MECH.

RAISED

PLATFORM

(SHADED)

CONC. PAD

FRAMING PLAN NOTES:

1. ADD BEAMS TO SUPPORT EXIST. COMPOSITE FLOOR SLAB. FIELD VERIFY LOCATION W/ MECH.

SEE DET. CONN. TO EXIST BEAM PER DET. . REMOVE AND REPLACE FIREPROOFING AS REQ'D.

2. SEE MECHANICAL FOR CONCRETE PADS REQ'D AT EQUIPMENT.

SS502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 1

Phase

ARCHITECT/ENGINEER OF RECORD STAM

321 4 5 6 7 8 9 1

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.S tr u c t_

N u m b e r-

R e p l

U p g C

L C

.r v t

P M

SS105

FIFTH FLOOR / ATTIC FRAMING PLAN

DRS MGJ

1/8" = 1'-0"F1

FIFTH FLOOR / ATTIC FRAMING PLAN

SS502

W 8X21

W 10x22

W x2

SS502

SAWCUT (E) SLAB

& JOISTS

TYP.

SS502

SS502B1

SS502

W 8X21

W 10x22

W x2

SS502

SAWCUT (E) SLAB

& JOISTS

TYP.

SS501

W 10x22

C10 x2

W 10x22

SS501

HSS6x3x3/16

HSS6x3x3/16 HSS6x

3x 3/1

L4 X

4X 1/

4 L4 X

4X 1/

L4 X

4X 1/

L4 X

4X 1/

X 4X

L4 X

4X 1/

X 4X

L4X4X1/4

L4 X

4X 1/

HSS6x3x3/16

HSS6x 3x

3/1 6C10

SS501

L4X4X1/4

SS501

HSS6x 3x

3/1

HSS6x3x3/16

L4 X4X

1/4

L4 X4X

1/4

L4 X4X

1/4

L4 X4X

1/4

C10

SS501

5'-0"x5'-0" LANDING W/ 1/4" STEEL FLOOR PLHSS6x3x3/16HSS6x

3x 3/1

HSS6x 3x

3/1 6HSS6x3x3/16

1/4" STEEL FLOOR PL

(IN SHADED AREAS)

SS501

SS001

METAL STUD WALL

5-AH3

3600#

5-AH4

3500#

(E)RIBBED SLAB 5 x 6 +2 1/2"

(E) W

8 COL

(E) W

8 COL

(E) W

8 COL

(E) W

8 COL

(E) W

8 COL

(E) W

8 COL

(E) W

8 COL

(E ) W

O L

(E ) W

O L

(E) W

8 COL

(E) W

8 COL

HSS6x3x3/16

HSS6x 3x

3/1

NOTE 2

(E) W

8 COL

SS501

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6X

5/1

HSS6x3x3/16

SS501

(E) W

8 COL

(E) W

8 COL

1/4" STEEL FLOOR

PL, SLOPED

8' - 0"

HSS6x3x3/16

GUARDRAIL, EA.

SIDE OF RAMP

SS501

(E) W

8 COL

(E) W

8 COL

SS502

N O

TE 5

N O

TE 5

N O

TE 4

N O

TE 4

N O

TE 5

N O

TE 4

NOTE 5

HSS6x3x3/16

SS502

SS501

(E) CONC. COL

BEAM SPLICE

- SEE

SS502

L4 X4X

1/4

L4X4X1/4

N O

TE 3B

HSS6x 3x

3/1

H S

S 6x

3x 3/

S S

6x 3x

H S

S 6x

3x 3/

N O

T E

O T

N O

T E

N O

T E

N O

TE 3B

N O

TE 3B

NOTE 3A

HSS6x 3x

3/1

N O

TE 3B

N O

TE 3B

12' - 3 1/2"

8' - 8"

12' - 3 1/2"

2' - 8 5/8"

9' - 6 7/8"

4' - 3 1/2"

HSS6X

5/1

SS001

NOTE 5

NOTE 9

WELD

ANGELS,

TYP.

TYP. SHEAR PL CONN.

R T (E) C

T JO

/ STEE

L H

G E R

FIFTH FLOOR PLAN NOTES:

1. PROVIDE L4x4x1/4 AT PERIMETER OF ALL MECHANICAL UNITS TO RECEIVE

BOLTED ATTACHMENT. COORDINATE ANGLE LOCATION W/ APPROVED

DRAWINGS OF UNITS. IF AN HSS IS PROVIDED WHICH CAN RECEIVE THE

BOLTED ATTACHMENT AT ANY LOCATION, THE L4x4 MAY BE OMITTED.

2. CUT 1/4" FLOOR PLATE AROUND EXIST. W8 COLUMNS, TYP. DO NOT WELD

FLOOR PLATE OR HSS TO EXIST. W8 COLUMNS. PROVIDE 1/4x4 KICK PLATE AT

PERIMETER OF HOLE.

3. GROUT UNDER STEEL BEAM. GROUT ONLY AT LOCATIONS SHOWN.

A. GROUT OVER EXIST. CONC. COLUMN BELOW - SEE DETAIL

B. GROUT UNDER END OF STEEL BEAM - SEE DETAILS

4. RAISED PLATFORM FRAMING NOT SUPPORTED AT (E) STEEL COLUMN OR

ON CONC. FLOOR SEE DETAIL

5. RAISED PLATFORM FRAMING SUPPORTED BY ANGLE BEARING ON BASE PL

OF EXIST. COL., SEE AND

6. THE BOTTOM OF ALL STEEL BEAMS AT RAISED PLATFORM IS TYPICALLY 1"

ABOVE THE TOP OF THE EXISTING CONCRETE SLAB. THE BEAMS SHALL BEAR

ON THE CONCRETE SLAB ONLY WHERE SHOWN ON THE DRAWINGS.

7. THE 1/4" FLOOR PLATE SHALL BE WELDED TO ALL BEAMS PER DETAIL

8. " " INDICATES ANCHOR TO FLOOR PER DETAIL

9. MITER ANGLE AND WELD TO HSS, TYP.

SS502

SS501

SS001

SS502

SHADED AREA IS DESIGNED FOR

THE WEIGHT OF MECHANICAL

UNITS AND A LIVE LOAD OF 40 PSF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 1

Phase

ARCHITECT/ENGINEER OF RECORD STAM

321 4 5 6 7 8 9 1

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

A on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

100% FINAL CD SUBMISSION REPLACE AND UPGRADE

CLC HVAC

438-23-450

SIOUX FALLS, SD 57105

MARCH 8, 2024

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001

Shaffer, Stevens & Schaap 1070 Howard Street Omaha, Nebraska 68102 Phone: (402) 455-7698

NOT FOR CONSTRUCTION - PRICING ONLY

A u to d e s k D o c s

-2

-4

R e p l

U p g

C L

C H

V A

C /4

-2

-4

.S tr u c t_

N u m b e r-

R e p l

U p g C

L C

.r v t

P M

SS401

ENLARGED PARTIAL PLANS AND LIVE

LOAD PLANS

DRS MGJ

1/4" = 1'-0"B1

THIRD FLOOR ENLARGED PARTIAL PLAN

1/4" = 1'-0"B4

FOURTH FLOOR ENLARGED PARTIAL PLAN

1/4" = 1'-0"E7

FIFTH FLOOR / ATTIC ENLARGED PARTIAL PLAN

1/8" = 1'-0"F1

FIFTH FLOOR / ATTIC LIVE LOAD PARTIAL PLAN

EXISTING FINISH FLOOR ELEVATION = 1558'-6 3/4"

EXISTING FINISH FLOOR ELEVATION = 1546'-7 3/4"EXISTING FINISH FLOOR ELEVATION = 1534'-8 3/4"

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

4' - 0" 4' - 0" 4' - 0" 4' - 0"

2 3/8"

(E) FLOOR JOISTS

(E) CONC. BEAM

MECH. UNIT (SEE MECH.)

HSS 6x3x3/16 @ 4'-0" O.C., MAX., U.N.O.

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

"(E) JOIST & SLAB (E) JOIST & SLAB

TO BE REMOVED

C10

3/8" PL HANGER

1/2"

4-3/4" Ø A325 BOLTS

4" 3/8" PL

1" GROUT

3/8" PL

END OF JOIST1' - 0"

SHORE (E) JOIST BEORE

CUTTING JOIST.

SHORING LOAD = 2000#

(ASD) PER JOIST

C C

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

(E) CONC. BEAM

W10

1" NON-SHRINK GROUT(E) CONC. CURB

2-L4x4x5/16 W/ 2-5/8" ⌀ HILTI HIT

HY-200 ADHESIVE ANCHORS W/

5 5/8" EMBED @ CONC. CURB

AND 2-3/4" ⌀ A325 BOLTS

1/2" OF FACE OF CURB

LOCATE END OF W10 WITHIN

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

(E) SLAB & JOIST(E) SLAB & JOIST

TO BE REMOVED

W10

(E) CONC. BEAM

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

(E) CONC. BEAM

(E) SLAB & JOISTS

HSS6x3x3/16

1" NON-SHRINK GROUT,

CONT.

(E) CONC. CURB

1/4" STEEL FLOOR PL

(E) 2x12

(E) 2-2x8

(E) ANCHORS

1/2" OF FACE OF CURB

LOCATE EDGE OF HSS WITHIN

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

1" NON-SHRINK GROUT

(E) CONC. BEAM

(E) SLAB & JOISTS

(E) CONC. SLAB6"

1 1/2"

W10

2-5/8" ⌀ HILTI HIT HY-200 ADHESIVE

ANCHORS W/ 5 5/8" EMBED

1/4 4 1/2HSS 6x3

TOP OF (E)

CONC. FLOOR

C10

3/8" PL

1/4

TYP.

GROUT JOIST POCKET FULL

(E) SLAB & JOIST

SECTION C-C

(3/16)

3/16

HSS - SEE PLAN

L4x4

(MITER ANGLE WHERE REQ'D)

TOP OF STL.

L4x4x1/4 COOR. LOCATION

W/ MECH. UNIT MANUF.

1/4" SAFETY PL

BLIND BOLT, COORD.

SIZE, SPACING &

LOCATION W. MECH.

UNIT MANUF.

MECH. UNIT

MECH. UNIT. FLANGE

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

HSS6x6

L4x3x1/2 LLV

(E) COL.

(E) ANGLE

(E) BASE PL

1/4" STIFF. PL

3/8" END PL

HSS6x6

L4x3x1/2 LLV

BEAR L4x3 ON (E) ANGLE INSTALL L4x3 TIGHT TO COL.

FLANGE OR ANCHOR BOLT

(E) BASE PL

(E) ANGLE,

EA. SIDE

(E) COL.

O L

1/4

TYP.

PLAN

1/4" STIFF @ EA.

COLUMN FLANGE

3/8" END PL

1/4 1 1/2

EA. SIDE

FIFTH FLOOR / ATTIC

1559' - 4 3/4"

GUARDRAIL

HSS6x3, SLOPE

1/2" IN 8'-0"

1/4" STEEL FLOOR

PL, SLOPED

CLOSURE PL

END OF 1/4" STEEL FLOOR

PL TO BEAR ON (E) FLOOR

(E) CONC. FLOOR

1/2" GROUT AT END OF HSS

NON-SHRINK GROUT

UNDER 1' - 0" OF…

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