Cheyenne VA OR HVAC PH 2 100 Drawings FINAL FOR BID.pdf

KEY PLANNORTH

AREA A

AREA B

7100 East Belleview Ave.

Suite 107 Greenwood Village, CO 80111 Phone: 720.200.5955

DO NOT SCALE DRAWING. ALL DIMENSIONS AND CLEARANCES SHALL

BE VERIFIED FROM APPROPRIATE SOURCES. ALL WORK SHALL BE

COORDINATED PRIOR TO INSTALLATION. SEE SPECIFICATIONS.

PERMISSION TO REPRODUCE ANY PART OF THIS DOCUMENT IS HEREBY

GRANTED SOLELY FOR THE PURPOSE OF THE CONSTRUCTION OF THE

PROJECT OR THE ARCHIVING OF THIS PROJECT. UNAUTHORIZED USE

OF THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF SPECIALIZED

ENGINEERING SOLUTIONS IS PROHIBITED BY COPYRIGHT LAW.

www.specializedeng.com

2022 © COPYRIGHT

SES PROJECT #

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project :

100% CONSTRUCTION

DOCUMENTS

01/16/2023

21238.001

SITE PLAN

02-10-2023

B

IM

/1

-0

C h e y e n n e

V A

O R

H V

A C

R e n o v a ti o n

/2

.0

C h e y e n n e V

A O

R H

V A

C R e n o v a ti o n M

E P

S

E S

.r v t

/1

/2

:4

:3

P

M

CS0-0

COVER SHEET CHEYENNE VAMC OR HVAC

SYSTEMS UPGRADE PH2

CHEYENNE, WY

21238.001

BUFFALO

JJW/RJA CJW/ZTR

Cheyenne VAMC OR HVAC

Systems Upgrade PH2

2360 E Pershing Blvd, Cheyenne, WY 82001

SHEET INDEX - ELECTRICAL

Sheet Number Sheet Name

E0-0 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E1-0 ELECTRICAL DEMOLITION - BASEMENT

E1-2 ELECTRICAL DEMOLITION

EL2-2 FLOOR PLAN - LIGHTING

EL2-3 OR LIGHTING CALCULATIONS

EP2-0 BASEMENT - POWER PLAN

EP2-1 LEVEL 1 - POWER PLAN

EP2-2 FLOOR PLAN - POWER

EP2-3 PENTHOUSE - POWER PLAN

E5-0 ONE-LINE DIAGRAM - DEMOLITION

E5-1 ONE-LINE DIAGRAM

E7-0 ELECTRICAL SCHEDULES

E7-1 PANELBOARD SCHEDULES

Grand total: 13

SHEET INDEX - MECHANICAL

Sheet Number Sheet Name

MEP0-0 MEP PHASING

M0-0 MECHANICAL SYMBOLS AND ABBREVIATIONS

M1-2A MECHANICAL DEMOLITION PHASE 1 AREA A

M1-2B MECHANICAL DEMOLITION PHASES 2 & 3 AREA B

M2-2A FLOOR PLAN - DUCTWORK PHASE 1 AREA A

M2-2B FLOOR PLAN - DUCTWORK PHASES 2 & 3 AREA B

M2-3 PENTHOUSE - MECHANICAL PLAN PHASE 1A

MP1-2A PIPING DEMOLITION PHASE 1 AREA A

MP1-2B PIPING DEMOLITION PHASE 2 AREA B

MP2-2A FLOOR PLAN - PIPING PHASE 1 AREA A

M5-0 MECHANICAL DETAILS & AIRFLOW SCEMATIC

M5-1 MECHANICAL CONTROLS

M5-2 MECHANICAL CONTROLS

M6-0 MECHANICAL SCHEDULES

Grand total: 14

SHEET INDEX - ARCHITECTURAL

Sheet Number Sheet Name

CS0-0 COVER SHEET

A0.1 DEMOLITION PLAN

A0.2 DEMOLITION RCP

A1.2 FLOOR PLAN

A2.2 REFLECTED CEILING PAN

LS-0.2 LIFE SAFETY

Grand total: 6

SHEET INDEX - STRUCTURAL

Sheet Number Sheet Name

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS &

ABBREVIATIONS

S-002 STRUCTURAL QA NOTES AND TABLES

S-401 ENLARGED STRUCTURAL PLANS

S-501 STRUCTURAL DETAILS

Grand total: 4

SHEET INDEX - PLUMBING

Sheet Number Sheet Name

P1-2B PLUMBING DEMOLITION PHASE 2 AREA B

P2-2B FLOOR PLAN - PLUMBING PHASE 2 AREA B

PG1-2 MED GAS DEMOLITION

PG2-2 FLOOR PLAN - MEDICAL GAS

Grand total: 4

SHEET INDEX - FIRE PROTECTION

Sheet Number Sheet Name

F1-2 FIRE PROTECTION DEMOLITION

F2-2 FLOOR PLAN - FIRE PROTECTION

Grand total: 2

SHEET INDEX - EQUIPMENT

Sheet Number Sheet Name

Q0-2 EQUIPMENT REFLECTED CEILING PLAN

Grand total: 1

Revisions: Date:

2-152

2-175A2-1762-1772-1832-1822-174

2-175

2-169

2-170

2-184

2-185

C2-23

2-188

2-181

2-179

2-189

2-186 2-187

C2-14

2-163

2-161

2-162

2-160

2-159 2-158 2-157 2-156

C2-13

2-153B2-153A

C2-13A

2-137

S3F2

S4F2

C2-22

ELEV.#7-2 ELEV.#6-2

2-179A 2-179B

2-179C

2-175B

2-185A

2-161A

MECHANICAL

SHAFT

SURGICAL

CONTROL

SURGICAL

SOILED

UTIL.

SURGICAL

EQPMT.

STOR.

SURGICAL

CLERK

OFFICE

SURGICAL

CHIEF

OFFICE

SURGICAL

PHYS.

OFFICE

SURGICAL

CORRIDOR

SURGICAL

STORAGE

SURGICAL

SHOWER

RM.

SURGICAL

LOUNGE

SURGICAL

ANESTHESIA

WORK RM.

SPD

W.SUPPLIES

SPD

WARD

SUPPLIES

SPD

WARD

SUPPLIES

SPD

WARD

SUPPLIES

SPD

CLERK

OFFICE

SPD

CHIEF

OFFICE

SPD

LOUNGE

SPD

LOCKER

RM.

SPD

STERILIZING

SPD

HAC

OTHER

ELEC. VLT.

SPD

SHOWER

RM.

SPD

EQPMT.

WASH

SPD

G.STOR.

SPD

HAC

SPD

SOILED

DECO.

SURGICAL

CORRIDOR

OTHER

COR.

SPD

CORRIDOR

OTHER

STAIRS

OTHER

STAIRS

SURGICAL

PHYS.

OFFICE

SURGICAL

PHYS.

OFFICE

ELEC.

VAULT

ELEVATOR ELEVATOR

SURGICAL

SHOWER

RM.

2-162

2-134

2-134A

2-134B

2-134C

2-134D

2-134E

2-137

C2-15

2-156

SURGICAL

CORRIDOR

SURGICAL

CORRIDOR

SURGICAL

STORAGE

2 3 4 5 6 7 8

B

C

D

E

F

G

OR 2

B2-B6

HAC STOR

B2-98

OR 1

B2-94

SUB

STERILE

B2-B6A

OR 3

B2-128

ANESTHESIA

B2-127

OR 4

B2-125

SUB

STERILE

B2-126

CORRIDOR

B2-01C

STOR

B2-122

ANESTHESIA

EQUIP

B2-123

STOR

B2-121

ELEC

B2-120

CUT OPENING FOR NEW

HVAC RETURN. REFRAME

OPENING FOR DIFFUSER

CUT OPENING FOR NEW

HVAC RETURN. REFRAME

OPENING FOR DIFFUSER

REMOVE SECTION OF

WALL FOR HVAC RETURN

& DIFFUSER

REMOVE SECTION OF

WALL FOR HVAC RETURN

& DIFFUSER

SALVAGE GLOVE BOX & CORNER

GUARD. REINSTALL ON NEW WALL.

SALVAGE GLOVE BOX & CORNER

GUARD. REINSTALL ON NEW WALL.

CUT OPENING FOR NEW

HVAC RETURN. REFRAME

OPENING FOR DIFFUSER

1. DRAWINGS SHOWING EXISTING CONSTRUCTION & UTILITIES ARE BASED ON CASUAL

FIELD OBSERVATION & EXISTING RECORD DOCUMENTS ONLY. THEY ARE NOT

INTENDED TO REPRESENT THE TOTAL SCOPE OF WORK. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION NECESSARY TO ALLOW FOR

COMPLETION OF WORK AS DESCRIBED IN THE ENTIRE SET OF CONSTRUCTION

DOCUMENTS.

2. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING DEMOLITION, STOP WORK IN

THE AFFECTED AREA & NOTIFY ARCHITECT & OWNER IMMEDIATELY.

3. PROTECT EXISTING STRUCTURES, UTILITIES & OTHER BUILDING ELEMENTS THAT

ARE NOT TO BE REMOVED.

4. MODIFICATIONS OR DAMAGE TO THE EXISTING FIRE PROTECTION & FIRE RESISTIVE

WALL OR FLOOR SYSTEMS SHALL BE RESTORED TO MAINTAIN THE EXISTING RATING.

5. PRIOR TO START OF DEMOLITION, OWNER IS TO REMOVE ANY FIXTURES,

FURNITURE, EQUIPMENT OR OTHER SALVAGED ITEMS THAT ARE IN THE

CONSTRUCTION AREA.

6. ITEMS TO BE DEMOLISHED/REMOVED/SALVAGED, U.N.O:

1. FOR WALLS, REMOVE ENTIRE WALL ASSEMBLY FROM SLAB TO STRUCTURE

ABOVE. INCLUDING ALL ANCHORS, FASTENERS, ADHESIVES & OTHER

MISCELLANEOUS ITEMS ASSOCIATED WITH THE WALL.

2. FOR CEILINGS, REMOVE FINISHED CEILING & ALL SUPPORTING ELEMENTS,

INCLUDING SOFFITS, BULKHEADS, & COVES.

7. THE DESIGN TEAM HAS COORDINATED CONSTRUCTION SCOPE ACROSS ALL

DISAPLINES. HOWEVER, EXISTING CONDITIONS, MEANS & METHODS MAY REQUIRE

ADDITIONAL REMOVEAL & REPLACEMENT OF EXISTING FLOOR SLAB, CEILINGS,

WALLS & ANY OTHER EXISTING ELEMENTS AS NECESSARY FOR THE INSTALLATION

OF NEW OR MODIFIED CONSTRUCTION. REFER TO ALL DISCIPLINE DRAWINGS FOR

EXTENTS & STRUCTURAL FOR ACCEPTABLE CORING & CUTTING METHODS.

8. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, &

FOUNDATIONS OF DISCONNECTED & ABANDONED UTILITIES BACK TO CONTROL

VALVE, BRANCH LINE OR AS DIRECTED BY OWNER. REFER MEP DOCUMENTS FOR

ADDITIONAL INFORMATION.

DEMOLITION GENERAL NOTES

PARTITION TO BE DEMOLISHED

AREA OF DEMOLITION

DEMOLITION PLAN LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 21238.001

100% CD SUBMITTAL

02/10/23

CHEYENNE VAMC OR HVAC

SYSTEMS UPGRADES PH2

21238.001

BUFFALO

CHEYENNE, WY2/10/2023

B

IM

/1

-0

C h e y e n n e

V A

O R

H V

A C

R e n o v a ti o n /A

L T

U S

-0

C h e y e n n e V

A O

R H

V A

C R e n o v a ti o n

R

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/1

/2

:2

:1

A

M

A0.1

DEMOLITION PLAN

1/8" = 1'-0"

DEMOLITION PLAN LEVEL 21

2-187

2 3 4 5 6 7 8

B

C

D

E

F

G

GWB

9' - 0"

GWB

9' - 0"

ACT (E)

9' - 0"

GWB

9' - 0"

ACT (E)

9' - 0"

ACT (E)

9' - 0"

GWB

9' - 0"

ACT (E)

9' - 0"

GWB

9' - 0"ACT (E)

9' - 0"

GWB

9' - 0"

GWB

10' - 1"

GWB

9' - 0"

GWB

9' - 0"

E Q

REMOVE ENTIRE

OR CEILING

REMOVE ENTIRE

OR CEILING

REMOVE ENTIRE

OR CEILING

REMOVE ENTIRE

GYP. CEILING

(E) MED GAS PEDESTAL TO REMIAN.

SALVAGE ESCUCHEN, REINSTALL & SEAL

TO NEW CEILING.

SALVAGE OR LIGHTS & BOOMS FOR

REINSTALLATION IN NEW LOCATION.

SEE EQUIPMENT DOCUMENTS FOR

ADDITIONAL INFORMATION.

SALVAGE OR LIGHTS & BOOMS FOR

REINSTALLATION IN NEW LOCATION.

SEE EQUIPMENT DOCUMENTS FOR

ADDITIONAL INFORMATION.

REMOVE OR LIGHT BOOMS &

STRUCTURAL SUPPORT. SEE

EQUIPMENT DOCUMENTS FOR

ADDITIONAL INFORMATION.

REMOVE OR LIGHT BOOMS &

STRUCTURAL SUPPORT. SEE

EQUIPMENT DOCUMENTS FOR

ADDITIONAL INFORMATION.

CORRIDOR

B2-01C

OR 1

B2-94

SUB

STERILE

B2-B6A

SCRUB

ALC

B2-94A

OR 2

B2-B6

HAC STOR

B2-98

SURGICAL

CLEAN

CORE

B2-100

CORRIDOR

B2-07C

CORRIDOR

B2-03C

ANESTHESIA

EQUIP

B2-123

STOR

B2-122STOR

B2-121

ELEC

B2-120

CORRIDOR

B2-02C

OR 4

B2-125 ANESTHESIA

B2-127

SUB

STERILE

B2-126

OR 3

B2-128

SCRUB

ALC

B2-124

SCRUB

ALC

B2-124

SPS EQUIP

STOR

B2-102

SURGICAL

CORRIDOR

C2-17 SURGICAL

CORRIDOR

C2-15

SURGICAL

CORRIDOR

C2-16

SALVAGE CEILING TILE & GRID AS

NEEDED FOR MEP SCOPE. REPLACE

TILE & GRID TO NEW CHASE.

REPLACE ANY DAMAGED TILES.

DEMOLISH CEILING AS NEEDED

FOR NEW WALLS & MEP SCOPE.

SALVAGE CEILING TILE & GRID AS

NEEDED FOR MEP SCOPE. REPLACE

TILE & GRID TO ORIGINAL STATE.

REPLACE ANY DAMAGED TILES.

SALVAGE CEILING TILE & GRID AS

NEEDED FOR MEP SCOPE. REPLACE

ANY DAMAGED TILES.

SALVAGE CEILING TILE & GRID AS

NEEDED FOR MEP SCOPE. REPLACE

TILE & GRID TO ORIGINAL STATE.

REPLACE ANY DAMAGED TILES.

DEMOLISH CEILING AS NEEDED

FOR NEW WALLS & MEP SCOPE.

1. DRAWINGS SHOWING EXISTING CONSTRUCTION & UTILITIES ARE BASED ON CASUAL

FIELD OBSERVATION & EXISTING RECORD DOCUMENTS ONLY. THEY ARE NOT

INTENDED TO REPRESENT THE TOTAL SCOPE OF WORK. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION NECESSARY TO ALLOW FOR

COMPLETION OF WORK AS DESCRIBED IN THE ENTIRE SET OF CONSTRUCTION

DOCUMENTS.

2. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING DEMOLITION, STOP WORK IN

THE AFFECTED AREA & NOTIFY ARCHITECT & OWNER IMMEDIATELY.

3. PROTECT EXISTING STRUCTURES, UTILITIES & OTHER BUILDING ELEMENTS THAT

ARE NOT TO BE REMOVED.

4. MODIFICATIONS OR DAMAGE TO THE EXISTING FIRE PROTECTION & FIRE RESISTIVE

WALL OR FLOOR SYSTEMS SHALL BE RESTORED TO MAINTAIN THE EXISTING RATING.

5. PRIOR TO START OF DEMOLITION, OWNER IS TO REMOVE ANY FIXTURES,

FURNITURE, EQUIPMENT OR OTHER SALVAGED ITEMS THAT ARE IN THE

CONSTRUCTION AREA.

6. ITEMS TO BE DEMOLISHED/REMOVED/SALVAGED, U.N.O:

1. FOR WALLS, REMOVE ENTIRE WALL ASSEMBLY FROM SLAB TO STRUCTURE

ABOVE. INCLUDING ALL ANCHORS, FASTENERS, ADHESIVES & OTHER

MISCELLANEOUS ITEMS ASSOCIATED WITH THE WALL.

2. FOR CEILINGS, REMOVE FINISHED CEILING & ALL SUPPORTING ELEMENTS,

INCLUDING SOFFITS, BULKHEADS, & COVES.

7. THE DESIGN TEAM HAS COORDINATED CONSTRUCTION SCOPE ACROSS ALL

DISAPLINES. HOWEVER, EXISTING CONDITIONS, MEANS & METHODS MAY REQUIRE

ADDITIONAL REMOVEAL & REPLACEMENT OF EXISTING FLOOR SLAB, CEILINGS,

WALLS & ANY OTHER EXISTING ELEMENTS AS NECESSARY FOR THE INSTALLATION

OF NEW OR MODIFIED CONSTRUCTION. REFER TO ALL DISCIPLINE DRAWINGS FOR

EXTENTS & STRUCTURAL FOR ACCEPTABLE CORING & CUTTING METHODS.

8. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, &

FOUNDATIONS OF DISCONNECTED & ABANDONED UTILITIES BACK TO CONTROL

VALVE, BRANCH LINE OR AS DIRECTED BY OWNER. REFER MEP DOCUMENTS FOR

ADDITIONAL INFORMATION.

DEMOLITION GENERAL NOTES

PARTITION TO BE DEMOLISHED

AREA OF DEMOLITION

DEMOLITION PLAN LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 21238.001

100% CD SUBMITTAL

02/10/23

CHEYENNE VAMC OR HVAC

SYSTEMS UPGRADES PH2

21238.001

BUFFALO

CHEYENNE, WY2/10/2023

B

IM

/1

-0

C h e y e n n e

V A

O R

H V

A C

R e n o v a ti o n /A

L T

U S

-0

C h e y e n n e V

A O

R H

V A

C R e n o v a ti o n

R

.r v t

/1

/2

:2

:2

A

M

A0.2

DEMOLITION RCP

1/8" = 1'-0"

DEMO RCP LEVEL 22

2-175

2-169

2-170

2-184

2-185

C2-23

2-188

2-181

2-179

2-189

2-186 2-187

C2-14

2-163

2-161

2-162

2-160

2-159 2-158 2-157 2-156

C2-13

2-153B2-153A

C2-13A

2-137

S3F2

S4F2

C2-22

ELEV.#7-2 ELEV.#6-2

2-179A 2-179B

2-179C

2-175B

2-185A

2-161A

MECHANICAL

SHAFT

SURGICAL

CONTROL

SURGICAL

SOILED

UTIL.

SURGICAL

EQPMT.

STOR.

SURGICAL

CLERK

OFFICE

SURGICAL

CHIEF

OFFICE

SURGICAL

PHYS.

OFFICE

SURGICAL

CORRIDOR

SURGICAL

STORAGE

SURGICAL

SHOWER

RM.

SURGICAL

LOUNGE

SURGICAL

ANESTHESIA

WORK RM.

SPD

W.SUPPLIES

SPD

WARD

SUPPLIES

SPD

WARD

SUPPLIES

SPD

WARD

SUPPLIES

SPD

CLERK

OFFICE

SPD

CHIEF

OFFICE

SPD

LOUNGE

SPD

LOCKER

RM.

SPD

STERILIZING

SPD

HAC

OTHER

ELEC. VLT.

SPD

SHOWER

RM.

SPD

EQPMT.

WASH

SPD

G.STOR.

SPD

HAC

SPD

SOILED

DECO.

SURGICAL

CORRIDOR

OTHER

COR.

SPD

CORRIDOR

OTHER

STAIRS

OTHER

STAIRS

SURGICAL

PHYS.

OFFICE

SURGICAL

PHYS.

OFFICE

ELEC.

VAULT

ELEVATOR ELEVATOR

SURGICAL

SHOWER

RM.

2-162

2-134

2-134A

2-134B

2-134C

2-134D

2-134E

2-137

C2-15

2-156

SURGICAL

CORRIDOR

SURGICAL

CORRIDOR

SURGICAL

STORAGE

2 3 4 5 6 7 8

B

C

D

E

F

G

A1.2

OR 1

B2-94

SUB

STERILE

B2-B6A

SCRUB

ALC

B2-94A

OR 2

B2-B6

HAC STOR

B2-98

SURGICAL

CLEAN

CORE

B2-100

CORRIDOR

B2-07C

ANESTHESIA

EQUIP

B2-123

STOR

B2-122

STOR

B2-121

ELEC

B2-120

OR 4

B2-125

ANESTHESIA

B2-127

SUB

STERILE

B2-126

OR 3

B2-128

SCRUB

ALC

B2-124

SCRUB

ALC

SPS EQUIP

STOR

B2-102

CORRIDOR

B2-01C

1' - 5"

1' - 6"

1' - 6"

1' - 8"

1' - 6"

A1.2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

1' - 6"

PATCH EXISTING WALL

TO MEET CRITERIA OF

WALL TYPE A

A

A

A A A

A A A

A

A

LEGEND

AREA NOT IS SCOPE

PATCH EXISTING WALL TO MEET

CRITERIA OF WALL TYPE A

A

C2

C2

ALIGN

A L

IG

N

2' - 6"

ALIGN

ALIGN

A1.23

S im

Sim

A1.24

S im 5

S im

C2 C2

REPLACE & PATCH ALL

FLOOR SEEMS THIS ROOM

REPLACE & PATCH ALL

FLOOR SEEMS THIS ROOM

REPLACE & PATCH ALL

FLOOR SEEMS THIS ROOM

REPLACE & PATCH ALL

FLOOR SEEMS THIS ROOM

A

FLOOR MOCK UP FOR PATTERN,

BASE & SEEMING THIS AREA.

PATCH & PAINT ALL

EXISTING WALLS &

CEILING THIS ROOM

PATCH & PAINT ALL

EXISTING WALLS &

CEILING THIS ROOM

PATCH & PAINT ALL EXISTING WALLS

& CEILING THIS CORRIDOR

PATCH & PAINT ALL

EXISTING WALLS &

CEILING THIS ROOM

PATCH & PAINT ALL

EXISTING WALLS &

CEILING THIS ROOM

PATCH & PAINT

ALL EXISTING

WALLS & CEILING

THIS ROOM

PATCH & PAINT ALL

EXISTING WALLS &

CEILING THIS ROOM

PATCH & PAINT ALL

EXISTING WALLS &

CEILING THIS ROOM

PT PT

PT

PT

PATCH FLOOR &

PROVIDE WALL BASE

TO MATCH EXISITNG

PT

PT

EXTEND EXISTING 4" HOUSEKEEPING

PAD FOR NEW INVERTER

REF STRUCT. 11/S5.01 & ELEC.

PROVIDE CORNER GUARD

& BUMPER RAIL AT NEW

WALLS. MATCH EXISITNG.

SURGICAL

CORRIDOR

B2-06C

1' - 0"

NEW GRILLE RE. MECH

EXISTING WALL BASE

EXISTING DESK SALVAGE

ADN REPLACE AS NEEDED

FOR GRILLE INSTALATION.

EXISTING BOARD

EXISTING CONTROLS

8"

EXISTING OUTLETS

EXISTING OUTLETS

SALVAGE & REINSTALL

EXISTING CORNERGUARD

EXISTING OUTLETS

EXISTING OUTLETS

SALVAGE & REINSTALL

EXISTING GLOVE BOX

NEW GRILLE, RE. MECH.

9"

NEW GRILLE

RE. MECH

EXIST. OUTLETS

EXIST. VIEWBOX

EXIST. WALL

BASE

EXIST. PANEL

LIGHT BOOM

RE. EQUIP.

NEW GRILLE

RE. MECH

9"

EXISTING MED

GAS PEDESTAL

EXISTING CONTROLS

EXISTING OUTLETS

EXISTING WALL

BASE

KEY PLAN

NORTH

LINE OF STRUCTURAL DECK

EXISTING WALL

LINE OF FLOOR

NON-STRUCTURAL

METAL FRAMING SYSTEM

MATCH EXISTING SIZE

1 LAYER 5/8" GWB

PARTITION

DEFLECTION TRACK

SECTION

A

LINE OF STRUCTURAL DECK

LINE OF CEILING

ACOUSTIC INSULATION

FULL STUD THICKNESS

ACOUSTICAL SEALANT BOTH

SIDES BOTTOM OF

PARTITION

LINE OF FLOOR

NON-STRUCTURAL

METAL FRAMING SYSTEM

SIZE AS NOTED BY TYPE

1 LAYER 5/8" GWB EACH SIDE

TYPE VARIES PER 092116

STUD TO STRUCTURE

OR KICKERS

SECTION

3 5/8" METAL STUDS

SPACING PER 092216

C

FIRE RATING:

ASSEMBLY:

NON-RATED

N/A

C

MINIMUM STC: N/A

STUD SIZE/SPACINGTYPE

6" METAL STUDS

SPACING PER 092216

C1

2 1/2" METAL STUDS

SPACING PER 092216

C2

PARTITION

SEAL AT DECK & AROUND

ALL PENETRATIONS TO

MAKE WALL AIR TIGHT

THIS WALL TYPE IS DESIGED TO

SEAL OFF EACH OR FROM THE

SURROUNDING CEILING PLENUM.

SEAL ALL DUCT, PIPING AND

CONDUIT PENITRATIONS.

1. ALL DIMENSIONS ARE TO FINISH WALL SURFACE UNLESS NOTED OTHERWISE.

2. FIELD VERIFY DIMENSIONS & LAYOUT ENTIRE AREA WITHIN CONFINES OF

EXISTING CONSTRUCTION TO RESOLVE DISCREPANCIES PRIOR TO INSTALLATION

OF ANY WALLS.

3. COORDINATE LOCATION SIZE & SCHEDULE FOR ALL OWNER PROVIDED OR

INSTALLED FURNITURE & EQUIPMENT (F&E) & SIGNAGE WITH OWNER, OWNER’S

VENDOR & INSTALLIONS TEAMS. REFER TO EQUIPMENT PLANS & SUPPORTING

PRODUCT DATA.

FLOOR PLAN NOTES

1. THE CONTRACTOR & ALL SUB-CONTRACTORS ARE RESPONSIBLE TO COMPLY

WITH ALL THE INFORMATION WITHIN THE CONSTRUCTION DOCUMENTS,

INCLUDING BUT NOT LIMITED TO THE DRAWING SHEETS OF ALL DESIGN

DISCIPLINES, SPECIFICATIONS & PROJECT REPORTS.

2. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE NOTES, DRAWINGS,

SPECIFICATIONS OR DISCIPLINES WITHIN THIS SET OF CONSTRUCTION

DOCUMENTS, CONTRACTOR IS REQUIRED TO BRING SAID DISCREPANCY TO THE

DESIGN TEAM'S ATTENTION PRIOR TO MOVING FORWARD WITH ANY AFFECTED

SCOPE. FOR PRICING PURPOSES CONTRACTOR IS TO ASSUME MOST STRINGENT

SCENARIO.

3. THESE CONSTRUCTION DOCUMENTS ATTEMPT TO BE AS DETAILED AS POSSIBLE

BUT CANNOT COVER ALL SCOPE NUANCES. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING COMPLETE WORKING SYSTEMS USING THE CONSTRUCTION

DOCUMENTS AS A DEFINITION OF PROJECT SCOPE OF WORK & DESIGN INTENT.

EXAMPLES BUT NOT LIMITED TO ARE:

A. ALL PARTS & ACCESSORIES NEEDED FOR THE INTENDED PURPOSED SCOPE

OF WORK SHALL BE PROVIDED EVEN IF ALL COMPONENTS ARE NOT

SPECIFICALLY NOTED.

B. MECHANICAL & ELECTRICAL SYSTEMS SHALL BE TURNED OVER IN COMPLETE

WORKING ORDER. IF PARTS, COMPONENTS OR ACCESSORIES ARE NEEDED

TO MAKE THE SPECIFIED SYSTEMS FUNCTION AS INTENDED BY THE

MANUFACTURERS THEY SHOULD ALSO BE PROVIDED.

C. THE OWNER'S EQUIPMENT’S MOUNTING, SIZE & ELECTRICAL OR PLUMBING

REQUIREMENTS.

4. MORE DETAILED DRAWINGS GOVERN OVER LARGER SCALED DRAWINGS WHICH

GOVERN OVER GENERAL INFORMATION & SPECIFICATIONS.

5. INFORMATION ON THE EXISTING EQUIPMENT THAT WAS NOT AVAILABLE DURING

DESIGN AND THESE DOCUMENTS REFLECT THE FIELD OBSERVATIONS AND

INFORMATION THAT THE DESIGN TEAM WAS ABLE TO COLLECT. HOWEVER, THAT

INFORMATION IS INCOMPLETE, AND THE CONTRACTOR IS RESPONSIBLE FOR

FINAL COORDINATION OF THE INSTALLATION OF NEW AND EXISTING EQUIPMENT.

CONTRACTOR IS TO WORK WITH AND COORDINATE WITH OWNER’S VENDORS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING & ENSURE THAT ALL

CONSTRUCTION MEETS OR EXCEEDS APPLICABLE CODES & STANDARD

PRACTICES, INCLUDING ALL FEDERAL, STATE & LOCAL BUILDING REQUIREMENTS.

7. NUMBERING MAY NOT BE SEQUENTIAL & MAY HAVE GAPS IN SEQUENCE. THIS IS

NOT AN INDICATION OF MISSING INFORMATION.

8. MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS ARE GENERAL &

DIAGRAMMATIC IN NATURE THEY ARE NOT INTENDED TO REPRESENT SPECIFIC

LOCATIONS OF BUILDING ELEMENTS. REFERENCE ARCHITECTURAL DRAWINGS

FOR CRITICAL LOCATIONS OF SPECIFIC ELEMENTS. CONTRACTOR IS

RESPONSIBLE FOR FINAL COORDINATION OF ALL DISCIPLINES TO ALLOW FOR

COMPLETION OF WORK AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS.

9. THE CONTRACTOR SHALL MAINTAIN A CLEAN & SAFE WORK ENVIRONMENT

COMPILING & EXCEEDING ALL APPLICABLE GOVERNMENT AGENCIES.

10. CONTRACTOR SHALL COMPLY WITH OWNER'S REQUIREMENTS FOR STORAGE,

DEBRIS REMOVAL, NOISE LEVELS, VENTILATION & LIMITATIONS OF ACCESS TO

SITE. COORDINATE WITH OWNER FOR REQUIREMENTS & ANY NEEDED

CLARIFICATION. NO CHANGE ORDERS WILL BE PERMITTED FOR FAILURE TO BE

AWARE OF OWNER'S REQUIREMENTS.

11. THE CONTRACTOR SHALL FOLLOW ALL THE OWNER’S INFECTION CONTROL RISK

ASSESSMENT (ICRA) GUIDELINES & INTERIM INFECTION CONTROL MEASURES

(IICM). WHICH WILL BE USED TO DETERMINE WHAT PREVENTIVE CONTROL

MEASURES ARE REQUIRED. IF THE OWNER DOES NOT HAVE ICRA GUIDELINES,

THEN THE CONTRACTOR SHALL PROVIDE THEIR INFECTION CONTROL POLICIES &

PROCEDURES FOR REVIEW & APPROVAL BY THE OWNER PRIOR TO STARTING

WORK IN OR ADJACENT TO ANY EXISTING AREA.

12. CONTRACTOR SHALL COORDINATE & NOTIFY IN WRITING ALL UTILITY

SHUTDOWNS WITH THE OWNER PER THEIR POLICIES & PROCEDURES.

13. CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD

CONDITIONS & DIMENSIONS FOR ACCURACY & CONFIRMING WORK IS BUILDABLE

AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. QUESTIONS

REGARDING THESE OR OTHER COORDINATION QUESTIONS THE CONTRACTOR IS

RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE

PROCEEDING WITH WORK OR RELATED WORK IN QUESTION.

14. DRAWINGS ARE NOT TO BE SCALED.

15. ALL MATERIALS & EQUIPMENT SHALL BE NEW, OF THE BEST QUALITY & FREE

FROM DEFECTS.

16. CONTRACTOR SHALL INCLUDE ALL INCIDENTAL MATERIALS EITHER SPECIFIED

OR NOT THAT PROVIDE A COMPLETE WORKING SYSTEM.

17. THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS

NECESSARY TO DEMONSTRATE A COMPLETE & SATISFACTORY INSTALLATION

THAT MEETS OR EXCEEDS MANUFACTURE OR OWNER’S REQUIREMENTS.

18. REMOVE DEBRIS FROM PROPERTY & DISPOSE OF REMOVED MATERIAL LEGALLY.

PROVIDE DUMPSTER IF REQUIRED. LEAVE THE SITE IN A NEAT & ORDERLY

CONDITION. PROVIDE OFF SITE TRASH REMOVAL FOR PROJECT RELATED WORK

BY SUBCONTRACTORS, ETC.

19. COORDINATE DEMOLITION & CONSTRUCTION WITH OWNER FOR AREAS OF THE

BUILDING THAT ARE TO REMAIN OCCUPIED & PROVIDE METHODS OF

PROCEDURE FOR ANY DISTURBANCE TO TYPICAL OWNER OPERATIONS.

COORDINATE & PROVIDE TEMPORARY INSTALLATIONS & ENCLOSURES AS

NECESSARY TO SEPARATE/PROTECT THE OCCUPIED AREAS FROM DEMOLITION

& CONSTRUCTION. MAINTAIN REQUIRED EGRESS & FIRE PROTECTION OF

OCCUPIED AREAS. DO NOT OBSTRUCT REQUIRED EGRESS PATHS OR EXITS AT

ANY TIME.

20. AREAS OF THE BUILDING SHALL REMAIN OCCUPIED & CONTINUOUSLY

OPERATIONAL DURING THE DEMOLITION & CONSTRUCTION. PROVIDE, ERECT, &

MAINTAIN TEMPORARY BARRIERS & SECURITY DEVICES TO PREVENT ACCESS TO

AREAS THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DEFECTS FOUND

IN EXISTING SITE OR BASE BUILDING CONSTRUCTION WHICH INTERFERES WITH

ANY NEW CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED TO UNEVEN

SURFACES & FINISHES AT PLASTER OR GYPSUM BOARD. CONTRACTOR SHALL

PATCH & REPAIR SURFACE TO MATCH ADJACENT ADJOINING SURFACES.

22. EXISTING STRUCTURAL SYSTEM SHALL NOT BE REMOVED OR MODIFIED UNLESS

APPROVED IN ADVANCED BY THE ARCHITECT & STRUCTURAL ENGINEER.

MODIFICATIONS OR DISRUPTION TO THE FIRE PROTECTIVE & FIRE RESISTIVE

WALL PARTITIONS OR BUILDING STRUCTURAL SYSTEMS SHALL BE RESTORED TO

MAINTAIN THE REQUIRED RATING.

23. CONTRACTOR TO MAINTAIN FIRE SPRINKLER PROTECT THROUGHOUT

CONSTRUCTION. INCLUDING BUT NOT LIMITED TO UPTURNING ALL SPRINKLER

HEADS WHILE CEILING ARE REMOVED.

GENERAL PROJECT NOTES

1. GYPSUM WALLBOARD TO BE 5/8" TYPE X MOLD RESISTANT.

2. BACKING BOARD FOR NON-WET AREAS TO HAVE A MOLD RESISTANCE SCORE OF 10.

3. NON-STRUCTURAL FRAMING STUD SPACING TO BE 16" ON CENTER WITH MAXIMUM

WALL FRAMING DEFLECTION OF L/120 AT 5 PSF. STUD MINIMUM THICKNESS TO BE 25

GA, EXCEPT AS FOLLOWS:

A. PROVIDE HEAVIER THICKNESS AS REQUIRED TO COMPLY WITH MANUFACTURE

PERFORMANCE CRITERIA & MOUNTING REQUIREMENTS.

B. PROVIDE FRAMING SYSTEMS WITH A MINIMUM OF 20 GA STUDS AT FOLLOWING

CONDITIONS:

C. FRAMING SYSTEMS SUPPORTING TILING TO HAVE A MAXIMUM WALL FRAMING

DEFLECTION OF L/360 AT 5 PSF.

4. FRAMING SYSTEMS TERMINATING AT STRUCTURE PROVIDE A 3”-DEEP LEG TRACK,

MAINTAIN 1” CLEARANCE BETWEEN TOP OF STUDS & TRACK. VERIFY FREE

MOVEMENT OF TOP OF STUD CONNECTIONS; DO NOT LEAVE STUDS UNATTACHED

TO TRACK.

5. SEAL ALL WALL PENETRATIONS IN ALL RATED WALLS WITH APPROVED FIRE STOP OR

ACOUSTIC WALLS WITH APPROVED ACOUSTIC SEALANT.

6. FINISH GYPSUM BOARD IN ACCORDANCE WITH LEVELS DEFINED AS FOLLOWS:

A. LEVEL 5: WALLS & CEILINGS TO RECEIVE SEMI-GLOSS OR GLOSS PAINT FINISH &

OTHER AREAS SPECIFICALLY INDICATED INCLUDING OPERATING ROOMS. SPRAY-

APPLY HIGH BUILD DRYWALL SURFACE.

B. LEVEL 4: WALLS & CEILINGS TO RECEIVE PAINT FINISH OR WALL COVERINGS,

UNLESS OTHERWISE INDICATED.

C. LEVEL 1: FIRE RATED WALL AREAS ABOVE FINISHED CEILINGS, WHETHER OR NOT

ACCESSIBLE IN THE COMPLETED CONSTRUCTION.

7. CONTROL JOINTS SHALL BE INSTALLED IN ALL GYPSUM BOARD CEILINGS SO THAT

LINEAR DIMENSIONS BETWEEN CONTROL JOINTS DO NOT EXCEED 30 FT & TOTAL

AREA BETWEEN CONTROL JOINTS DOES NOT EXCEED 900 SQ FT.

8. CONTRACTOR TO PROVIDE CONTROL JOINT SHOP DRAWING, WITH GYPSUM BOARD

SUBMITTAL, INDICATING WHERE ALL PROPOSED JOINTS TO OCCUR.

WALL PARTITION NOTES

1. ALL INTERIOR FINISHES TO MEET OR EXCEED APPLICABLE CODE REQUIREMENTS,

INCLUDING BUT NOT LIMITED TO FLAME SPREAD & SMOKE DEVELOPMENT.

2. CONTRACTOR TO REVIEW & SUBMIT TO ARCHITECT SAMPLES OF EACH MATERIAL IN

FINISH LEGEND.

3. THE FINISH NAME TAKES PRECEDENT OVER THE FINISH PRODUCT NUMBER WHEN

ORDERING MATERIALS. CONTACT ARCHITECT WITH ANY DISCREPANCIES.

4. ALL ITEMS NOT CALLED OUT SHOULD BE FINISHED TO MATCH THE ADJACENT

SURFACE.

5. INSTALL ALL FLOORING PER MANUFACTURER’S RECOMMENDATIONS & ACCEPTED

INDUSTRY PRACTICES INCLUDING BUT NOT LIMITED TO MOISTURE TESTING, FLOOR

PREPARATION, INSTALLATION METHOD, & ADHESIVES. VERIFY WITH ALL

MANUFACTURERS & SUPPLIERS PRIOR TO INSTALLATION.

6. PROVIDE INTEGRAL COVE BASE TO MATCH ADJACENT SHEET FLOORING WITH

STAINLESS STEEL TOP CAP & MECHANICALLY FASTENED CORNERS.

7. INSTALL ALL WALLCOVERING PER MANUFACTURER'S INSTRUCTIONS. AFTER

HANGING THREE (3) LENGTHS OF THE WALLCOVERING MATERIAL, CHECK FOR ANY

DEFECTS.

8. ALL PAINTED SURFACES TO RECEIVE A MINIMUM OF ONE (1) PRIMER COAT & THEN

TWO (2) FINISH PAINT COATS. TINT PRIMER COAT PER MANUFACTURER'S

SPECIFICATIONS.

9. PAINT ALL NEW WALLS & ADJACENT WALL AS ILLISTRATED ON PLAN.

10. ALL PAINTED SURFACES TO RECEIVE WATER BORNE EPOXY SEMI-GLOSS SHERWIN

WILLIAMS ZURICH WHITE SW-7626.

WALS TO BE PAINTED:

11. PROVIDE INTERGAL SHEET VINYL WALL BASE @ ALL NEW WALLS PATCH EXISITNG

FLOOR & BASE AS NEEDED TO MAINTAIN MONOLITIC FLOOR SYSTEM. PRODUCT TO

MATCH EXISTING MANUFACTURE AND COLOR.

FINISH NOTES

PT

AREA OF INTERGAL SHEET VINYL FLOOR & BASE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 21238.001

100% CD SUBMITTAL

02/10/23

CHEYENNE VAMC OR HVAC

SYSTEMS UPGRADES PH2

21238.001

BUFFALO

CHEYENNE, WY2/10/2023

B

IM

/1

-0

C h e y e n n e

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H V

A C

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A O

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A1.2

FLOOR PLAN

1/8" = 1'-0"

FLOOR PLAN - LEVEL 21

1/4" = 1'-0"

OR 4 - E4 1/4" = 1'-0"

OR 4 - W51/4" = 1'-0"

OR 1 - N2 1/4" = 1'-0"

OR 1 - W3

SURGICAL

CLEAN

CORE

Revisions: Date:

STAMP

2/10/2023

2-175

2-169

2-170

2-184

2-185

C2-23

2-188

2-181

2-179

2-189

2-186 2-187

C2-14

2-163

2-161

2-162

2-160

2-159 2-158 2-157 2-156

C2-13

2-153B2-153A

C2-13A

2-137

S3F2

S4F2

C2-22

ELEV.#7-2 ELEV.#6-2

2-179A 2-179B

2-179C

2-175B

2-185A

2-161A

MECHANICAL

SHAFT

SURGICAL

CONTROL

SURGICAL

SOILED

UTIL.

SURGICAL

EQPMT.

STOR.

SURGICAL

CLERK

OFFICE

SURGICAL

CHIEF

OFFICE

SURGICAL

PHYS.

OFFICE

SURGICAL

CORRIDOR

SURGICAL

STORAGE

SURGICAL

SHOWER

RM.

SURGICAL

LOUNGE

SURGICAL

ANESTHESIA

WORK RM.

SPD

W.SUPPLIES

SPD

WARD

SUPPLIES

SPD

WARD

SUPPLIES

SPD

WARD

SUPPLIES

SPD

CLERK

OFFICE

SPD

CHIEF

OFFICE

SPD

LOUNGE

SPD

LOCKER

RM.

SPD

STERILIZING

SPD

HAC

OTHER

ELEC. VLT.

SPD

SHOWER

RM.

SPD

EQPMT.

WASH

SPD

G.STOR.

SPD

HAC

SPD

SOILED

DECO.

SURGICAL

CORRIDOR

OTHER

COR.

SPD

CORRIDOR

OTHER

STAIRS

OTHER

STAIRS

SURGICAL

PHYS.

OFFICE

SURGICAL

PHYS.

OFFICE

ELEC.

VAULT

ELEVATOR ELEVATOR

SURGICAL

SHOWER

RM.

2-162

2-134

2-134A

2-134B

2-134C

2-134D

2-134E

2-137

C2-15

2-156

SURGICAL

CORRIDOR

SURGICAL

CORRIDOR

SURGICAL

STORAGE

2 3 4 5 6 7 8

B

C

D

E

F

G

OR 1

B2-94

SUB

STERILE

B2-B6A

SCRUB

ALC

B2-94A

OR 2

B2-B6

HAC STOR

B2-98

SURGICAL

CLEAN

CORE

B2-100

CORRIDOR

B2-07C

ANESTHESIA

EQUIP

B2-123

STOR

B2-122STOR

B2-121

ELEC

B2-120

OR 4

B2-125

ANESTHESIA

B2-127

SUB

STERILE

B2-126

OR 3

B2-128

SCRUB

ALC

B2-124

SCRUB

ALC

SPS EQUIP

STOR

B2-102

CORRIDOR

B2-01C

SURGICAL

CORRIDOR

B2-06C

Room

Room

Room

SURGICAL

HOLDING

2-144

OCCUPANCY: HEALTHCARE - I-2

LIFE SAFETY LEGEND

1-HOUR FIRE WALL

1-HOUR FIRE/SMOKE BARRIER

NOT IN SCOPE

CODE CRITERIA

CODES:

CURRENT VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL

CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (WWW.CFM.VA.GOV/TIL/).

2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN

VA DESIGN DOCUMENTS.

2021 NFPA 101 LIFE SAFETY CODE

2021 NFPA NATIONAL FIRE CODES, WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

VA SEISMIC DESIGN REQUIREMENTS, H-18-8

2021 NATIONAL ELECTRICAL CODE (NEC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

TYPE OF CONSTRUCITON: TYPE 2A

NOTE THAT THE OCCUPANCY, BUILDING AREA, OR OCCUPANCY LOAD IS NOT AFFECTED

BY THE SCOPE OF CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 21238.001

100% CD SUBMITTAL

02/10/23

CHEYENNE VAMC OR HVAC

SYSTEMS UPGRADES PH2

21238.001

BUFFALO

CHEYENNE, WY2/10/2023

B

IM

/1

-0

C h e y e n n e

V A

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LS-0.2

LIFE SAFETY

1/8" = 1'-0"

5-LIFE SAFETY PLAN LEVEL 2 - MASTER1

2-187

2-136

2 3 4 5 6

7 8

B

C

D

E

F

G

GWB

10' - 2"

GWB

9' - 0"

GWB

9' - 0"

ACT (E)

9' - 0"

GWB

9' - 0"

ACT (E)

9' - 0"

ACT (E)

9' - 0"

GWB

9' - 0"

ACT (E)

9' - 0"

GWB

9' - 0"ACT (E)

9' - 0"

GWB

9' - 0"

GWB

9' - 0"

GWB

9' - 0"

OR 1

B2-94

SUB

STERILE

B2-B6A

SCRUB

ALC

B2-94A

OR 2

B2-B6

HAC STOR

B2-98

SURGICAL

CLEAN

CORE

B2-100

CORRIDOR

B2-07C

ANESTHESIA

EQUIP

B2-123

STOR

B2-122

STOR

B2-121ELEC

B2-120

OR 4

B2-125

ANESTHESIA

B2-127

SUB

STERILE

B2-126

OR 3

B2-128

SCRUB

ALC

B2-124

SCRUB

ALC

SPS EQUIP

STOR

B2-102

CORRIDOR

B2-01C

E Q

1' - 1" 2' - 2"

/2

12' - 4"

11' - 3" 11' - 3"

12' - 4"

/2

M7480R

A1122.1R

M7490R

A1122R

M7481

M7481

M7481

M7481

U0001

U0001

M7480R A1122.1R

M7490R

A1122R

U0002

U0002

U0002U0002

U0001R U0001R

U0003U0003

U0003

U0003

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 21238.001

100% CD SUBMITTAL

02/10/23

CHEYENNE VAMC OR HVAC

SYSTEMS UPGRADES PH2

21238.001

BUFFALO

CHEYENNE, WY2/10/2023

B

IM

/1

-0

C h e y e n n e

V A

O R

H V

A C

R e n o v a ti o n /A

L T

U S

-0

C h e y e n n e V

A O

R H

V A

C R e n o v a ti o n

R

.r v t

/6

/2

:0

:4

P M

Q0.2

EQUIPMENT REFLECTED CEILING

PLAN

1/8" = 1'-0"

RCP LEVEL 2 - EQUIPMENT RCP1

JSN EQUIPMENT SCHEDULE (NEW)

JSN DESCRIPTION LOG CAT QTY

M7481 LIGHT, SURGICAL, CEILING MOUNTED, SINGLE, MEDIUM, LED C 4

U0001 CONTROLLER, SURGICAL LIGHT C 2

U0002 INTEGRATED MODULAR LAMINAR AIR DELIVERY MANIFOLD SYSTEM C 4

U0003 PATIENT LIFT C 4

GENERAL NOTES

1. NEW OR CEILING INTEGRATED MODULAR LAMINAR AIR DELIVERY MANIFOLD SYSTEM, TYPICAL OF ALL 4 OR'S. OR-1 AND OR-2 CEILING SYSTEM LAYOUTS ARE SIMILAR. OR-3 AND OR-4 CEILING SYSTEM LAYOUTS ARE SIMLAR. REFER TO SPECIFICATION FOR MORE DETAIL ON CONFIGURATION. REFERENCE EQUIPMENT

CUT SHEETS WITHIN APPENDIX A IN SPECIFICATIONS BOOK.

2. STERIS (MANUFACTURER OF EXISTING BOOMS TO BE REUSED IN ORS 3 & 4) IS TO DEMONSTRATE AND DOCUMENT THE OPERABILITY OF EXISTING SURGICAL SYSTEM BOOMS AND INTEGRATION SYSTEM TO THE VA AND PROJECT TEAM PRIOR TO DE INSTALLATION AND RE INSTALLATION. CONTRACTOR TO CONSTRUCT AND COORDINATE WITH STERIS CRATE CONSTRUCTION FOR EXISTING SURGICAL LIGHTS, BOOMS, VIDEO INTEGRATION AND ASSOCIATED ITEMS FOR OFFSITE STORAGE.

3. EXISTING BOOMS AND SURGICAL LIGHTS TO BE REUSED SHALL BE FULLY WRAPPED IN PLASTIC SHEET, PROPERLY SUPPORTED IN CRATED CASES THAT ARE FILLED WITH FOAM TO PROTECT IN THE

MOVING PROCESS. CRATED BOOMS SHALL BE STORED OFF SITE IN BONEDED AND INSURED,

PROTECTED, TEMPERATURE AND HUMIDITY CONTROLLED STORAGE FACILITY THAT IS APPROVED BY THE VA AND EQUIPMENT MANUFACTURER FOR THIS STORAGE PURPOSE. ORS 3 & 4: PURCHASE OF NEW STRUCTURAL PLATES, MED GAS BRACKETS AND PIPETTES ARE REQUIRED ALONG WITH ACCESS PANEL

COORDINATION.

4. ALL BOOM PIPING (AND HOSES), ELECTRICAL CONNECTIONS, INTEGRATION CONNECTIONS, LOW VOLTAGE CONNECTIONS, ETC SHALL BE LABELED BOTH IN THE ROOM AND AT THE BOOM FOR EASE OF RE-INSTALLATION. EXISTING CONNECTION PLATES SHALL ALSO BE PROTECTED AND REMAIN WITH RELOCATED BOOMS. ALL CONNECTIONS SHALL BE INSPECTED PRIOR TO BEING STORED TO ENSURE THEY ARE IN GOOD CONDITION AND ARE NOT IN NEED OF REPLACEMENT. CONTRACTOR TO WORK WITH

STERIS ON COORDINATING FIELD INSPECTION OF DISMOUNTED BOOMS FOR ANY DAMAGE AND

REPALCEMENT NEEDED.

5. MOVE PATHWAYS FOR OFFSITE STORED BOOMS SHALL BE COORDINATED WITH THE VA PRIOR TO PROVIDING THE FINAL BID FOR THIER STORAGE. PATHWAY FROM OR TO ELEVATOR AND TO LOADING DOCK SHALL INCLUDE FIBER BOARD FLOOR PROTECTION AND CONTRACTOR SHALL USE ELEVATOR 10, OR OTHER AS DETERMINED BY THE VA, WITH DIMENSIONAL LIMITATIONS OF 4'-0" W X 7'-0" H DOOR

OPENING AND 6'-0" W X 7'-6" D INTERNAL CAR DIMENSIONS. 5,000 LB WEIGHT CAPACITY.

6. CONTRACTOR TO COORDINATE WITH STERIS REPRESENTATIVE ON RE-INSTALLATION AND START UP OF EXISTING RE-INSTALLED BOOMS. ON SITE INPECTION BY STERIS IS REQUIRED WITH BOOM /

INTEGRATION SYSTEM FUNCTIONAL TESTING REPORT.

JSN EQUIPMENT SCHEDULE (EXISTING)

JSN DESCRIPTION LOG CAT QTY

A1122.1R COLUMN, ANESTHESIA ARM, CEILING MOUNTED, MOTORIZED R 2

A1122R COLUMN, EQUIPMENT ARM, CEILING MOUNTED, MOTORIZED R 2

M7480R LIGHT, SURGICAL, CEILING MOUNTED, SINGLE, MEDIUM, LED R 2

M7490R LIGHT, SURGICAL, CEILING MOUNTED, DUAL, MEDIUM, LED R 2

U0001R CONTROLLER, SURGICAL LIGHT R 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project :

100% CONSTRUCTION

DOCUMENTS

02/10/23

Calibre Engineering, Inc.

9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

B

IM

/C h e y e n n e V

A M

C O

R H

V A

C U p g ra d e

/C h e y e n n e

V A

M C

O R

U p g ra d e

S tr u c tu ra l C e n tr a l.

rv t

/1

/2

:2

:3

A

M

S-001

GENERAL STRUCTURAL NOTES,

DESIGN LOADS & ABBREVIATIONS

OR HVAC SYSTEM UPGRADE PH

CHEYENNE, WY

442-21-012

BUFFALO

ES JB

A --------

@ AT

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AFS ABOVE FINISH SLAB

AGG AGGREGATE

APPR APPROXIMATE

ARCH ARCHITECT

B --------

BFF BELOW FINISH FLOOR

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BOT BOTTOM

BTWN BETWEEN

C --------

C STEEL CHANNEL

CD CONSTRUCTION DOCUMENTS

CFMF COLD-FORMED METAL FRAMING

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COR CONTRACTING OFFICER’S REPRESENTATIVE

CTR CENTER

CU FT CUBIC FEET

D --------

DAS DEFORMED ANCHOR STUD

DEMO DEMOLITION

DBL DOUBLE

DTL DETAIL

DIA/Ø DIAMETER

DIM DIMENSION

DIR DIRECTION

DL DEAD LOAD

DWG DRAWING

E --------

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMB EMBED

EOR ENGINEER OF RECORD

ES EACH SIDE

ETC ETCETERA

EW EACH WAY

EQ EQUAL

EXP EXPANSION

EXT EXTERIOR

F --------

FDTN FOUNDATION

FF FINISH FACE

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FRMG FRAMING

FSTNR FASTENER

FT FEET

FTG FOOTING

G --------

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR BM GRADE BEAM

H --------

HAS HEADED ANCHOR STUD

HDAR HEADED ANCHOR ROD

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SHAPE

I --------

IBC INTERNATIONAL BUILDING CODE

IN INCH

INT INTERIOR

J --------

JST JOIST

JT JOINT

K --------

K THOUSAND (KIP)

KIP THOUSAND POUND

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L --------

L STEEL ANGLE

LBS POUND

LF LINEAR FEET (FOOT)

LG LIGHT GAUGE

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLR ROOF LIVE LOAD

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LWT LIGHT WEIGHT

M --------

MAX MAXIMUM

MD METAL DECK

MEMB MEMBRANE

MECH MECHANICAL

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTL METAL

N --------

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

NWT NORMAL WEIGHT

O --------

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

ORIG ORIGINAL

P --------

PAF POWDER ACTUATED FASTENER

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERIM PERIMETER

PL PLATE

PLUMB PLUMBING

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

Q --------

QA QUALITY ASSURANCE

QTY QUANTITY

R--------

RBM REINFORCED BRICK MASONRY

RC REINFORCED CONCRETE

REF REFERENCE

REINF REINFORCEMENT

REV REVISION(S)

S --------

SC SLIP CRITICAL

SCHED SCHEDULE

SDC SEISMIC DESIGN CATEGORY

SEOR STRUCTURAL ENGINEER OF RECORD

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SL SNOW LOAD

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

STD STANDARD

STL STEEL

T --------

T&B TOP AND BOTTOM

TFF TOP OF FINISH FLOOR

TL TOTAL LOAD

TN TRUE NORTH

TO TOP OF

TOB TOP OF BEAM

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB, STEEL

TYP TYPICAL

U --------

UON UNLESS OTHERWISE NOTED

V --------

V SHEAR

VA DEPARTMENT OF VETERANS AFFAIRS

VERT VERTICAL

VIF VERIFY IN FIELD

W --------

W STEEL WIDE FLANGE

W/ WITH

W/C WATER CONTENT

W/O WITHOUT

WL WIND LOAD

WT WEIGHT

WWF WELDED WIRE FABRIC

Y --------

YD YARD

CODE AND DESIGN CRITERIA

1. BUILDING CODES:

a. LATEST EDITION OF U.S. DEPARTMENT OF VETERANS AFFAIRS DESIGN GUIDES, STANDARDS AND

MANUALS

b. INTERNATIONAL BUILDING CODE (IBC) - 2021

c. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), STEEL CONSTRUCTION MANUAL - 15th

EDITION

d. AISC, SEISMIC DESIGN MANUAL - 3rd EDITION

e. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7, MINIMUM DESIGN LOADS AND ASSOCIATED

CRITERIA FOR BUILDINGS AND OTHER STRUCTURES - 2016

f. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE - 2019

2. DESIGN CRITERIA

a. RISK CATEGORY: IV

3. DESIGN LOADS

a. FLOOR

1. LIVE LOAD: 100 PSF

b. ROOF

1. SUPERIMPOSED DEAD LOAD: 22 PSF

2. LIVE LOAD: 30 PSF

4. WIND DESIGN DATA

a. BASIC WIND SPEED: 119 MPH (ULTIMATE) 92 MPH (ALLOWABLE)

b. EXPOSURE: C

c. SURFACE ROUGHNESS: C

d. INTERNAL PRESSURE COEFFICIENT (GCpi): ± 0.18

e. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING DESIGNED BY THE CONTRACTOR:

1. LISTED PRESSURES ARE INCLUDED FOR REFERENCE ONLY BASED ON A TRIBUTARY AREA OF

10 SF. FINAL CALCULATIONS SHALL BE COMPLETED BY THE CONTRACTOR.

2. EDGE ZONE a = 10’

3. WALL PRESSURES

1. INTERIOR ZONE (4) = -35 PSF, +33 PSF

2. CORNER ZONE (5) = -44 PSF, +33 PSF

4. ROOF PRESSURES

1. POSITIVE ALL ZONES = 16 PSF

2. INTERIOR ZONE 1 = -57 PSF

3. EDGE ZONE 2 = -75 PSF

4. CORNER ZONE 3 = -102 PSF

5. SEISMIC DESIGN DATA

a. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

b. SEISMIC IMPORTANCE FACTOR (Ie): 1.5

c. Ss: 0.158g

d. S1: 0.051g

e. SITE CLASS: D

f. Sds: 0.169g

g. Sd1: 0.082g

h. SEISMIC DESIGN CATEGORY: C

i. SEISMIC FORCE RESISTING SYSTEM: SHEAR WALL-FRAME INTERACTIVE SYSTEM WITH ORDINARY

RC MOMENT FRAMES AND SHEARWALLS

1. RESPONSE MODIFICATION FACTOR (R): 4

2. OVERSTRENGTH FACTOR (Ω): 2.5

3. DEFLECTION AMPLIFICATION FACTOR (Cd): 4

6. SNOW DESIGN DATA

a. GROUND SNOW LOAD:

b. SNOW IMPORTANCE FACTOR (Is): 1.2

c. SNOW EXPOSURE FACTOR (Ce) = 1.0

d. THERMAL FACTOR (Ct) = 1.0

e. SLOPED ROOF FACTOR (Cs) = 1.0

f. FLAT ROOF SNOW LOAD = 25 PSF

g. MIN UNIFORM ROOF SNOW LOAD = 25 PSF

GENERAL NOTES

1. THE PROJECT SPECIFICATIONS ARE A PART OF THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, AND

EXISTING CONDITIONS/DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES

BEFORE PROCEEDING WITH ANY WORK.

3. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND

MEANS NECESSARY TO PROTECT PERSONS AND STRUCTURES DURING CONSTRUCTION. SUCH

MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING, ETC. OBSERVATION BY THE

ARCHITECT, ENGINEER OR COR DOES NOT INCLUDE REVIEW OF THESE MEASURES.

4. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES.

TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

5. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR

WORK SHOWN ON THE DRAWINGS AND TYPICAL DETAILS.

6. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

7. NO PIPES OR DUCTS SHALL BE PLACED IN OR PENETRATE STRUCTURAL MEMBERS UNLESS

SPECIFICALLY DESIGNED AND DETAILED.

8. STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL,

PLUMBING, ELECTRICAL, AND CIVIL DRAWINGS HEREIN.

9. REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

a. SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.

b. SIZE AND LOCATION OF INTERIOR AND EXTERIOR NONBEARING PARTITIONS.

c. SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS, ETC.

d. SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS, IF NOT DIMENSIONED ON THESE DRAWINGS.

e. FLOOR AND ROOF FINISHES.

f. STAIR FRAMING AND DETAILS, EXCEPT AS NOTED.

g. DIMENSIONS NOT SHOWN ON STRUCT DWGS.

10. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

a. PIPE RUNS, SLEEVES, HANGERS, EQUIPMENT, SLAB OPENINGS, NOT SHOWN OR NOTED ON

STRUCTURAL DRAWINGS

b. ELECTRICAL CONDUIT, BOXES, OUTLETS.

c. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES.

d. SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES. CONTRACTOR'S ENGINEER SHALL

DESIGN SEISMIC ANCHORAGE FOR MECHANICAL AND ELECTRICAL EQUIPMENT PER SPEC.

11. ASTM REFERENCES ARE FOR LATEST REVISIONS AND ISSUE, UON.

12. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE

CONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED STRUCTURES, UTILITIES, ETC., SHALL IMMEDIATELY NOTIFY THE COR OF ANY SITE CONDITIONS NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR MINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND

UNEXPECTED UTILITY LINES, ETC.

13. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON STRUCTURAL FRAME SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE LOADS. PROVIDE SHORING AND BRACING WHERE DESIGN

STRENGTH HAS NOT BEEN ATTAINED OR STRUCTURE IS NOT COMPLETE.

14. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED

BEFORE BEGINNING EXCAVATION. EXERCISE CAUTION IN EXCAVATING AND TRENCHING.

15. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBILITY FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACT OF

OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS.

16. CONTRACTOR’S CONSTRUCTION AND ERECTION SEQUENCE SHALL CONSIDER THE EFFECTS OF

THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

17. VERIFY ALL OPENING DIMENSIONS THROUGH FLOOR, ROOF, AND WALLS WITH MECHANICAL AND

ELECTRICAL CONTRACTORS.

18. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS, UNLESS

DIMENSIONED OTHERWISE.

19. NOTIFY ARCHITECT OF ANY CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR

TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR

ACCEPTANCE.

20. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED

FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. WHERE THE STRUCTURAL

DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS

REPRESENT FINAL CONDITIONS ONLY.

21. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE

OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT

VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL

CONDITIONS NOT PER THE CONTRACT DOCUMENTS.

22. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING

SHOP DRAWINGS.

a. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE

CONSTRUCTION SCHEDULE.

23. SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND

SECURE APPROVAL PRIOR TO CUTTING. NEW OPENINGS MAY BE EITHER SHOWN ON THE CONTRACT

DOCUMENTS OR PROPOSED BY THE CONTRACTOR. DRAWING SHALL SHOW:

a. VERTICAL & HORIZONTAL LOCATION AND SIZE OF NEW OPENING(S)

b. ALL EXISTING OPENINGS IN THE VICINITY OF THE NEW OPENING(S)

c. ALL EXISTING STRUCTURE (BEAMS, COLUMNS, SLABS, WALLS, ETC) IN THE VICINITY OF THE NEW

OPENING(S)

d. ALL REINFORCING BAR SIZES AND POSITIONS (LAYOUT LOCATION AND DEPTH) CONFLICTING WITH

OR IN THE VICINITY OF THE NEW OPENING(S).

SUBMITTAL NOTES

1. SEE THE PROJECT SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. SUBMITTALS SHALL NOT CONTAIN SUBSTITUTION REQUESTS WITHOUT PRIOR AUTHORIZATION.

SUBSTITUTION REQUESTS ARE FOR CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL CHANGES NECESSARY IF THEY CHOOSE TO SUBSTITUTE AND SHALL

COORDINATE ALL DETAILS. COST OF ADDITIONAL FIELD AND OFFICE WORK NECESSITATED BY

REQUESTS BY THE CONTRACTOR FOR A SUBSTITUTION REQUEST OR DUE TO ERRORS OR OMISSIONS IN

CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR.

3. DELEGATED DESIGN SUBMITTALS:

a. THE CONTRACTOR SHALL EMPLOY OR RETAIN A PROFESSIONAL ENGINEER LICENSED IN THE

STATE WHERE THE PROJECT IS LOCATED TO DESIGN AND DETAIL DELEGATED DESIGN ITEMS TO MEET THE PERFORMANCE AND DESIGN CRITERIA ESTABLISHED AS PART OF THE BASE BUILDING

STRUCTURE. DELEGATED DESIGN ITEMS INCLUDE:

1. MEDICAL EQUIPMENT SUPPORT, INCLUDING SLD AIRFRAMES

b. CONNECTION OF DEFERRED SUBMITTAL ITEMS TO PRIMARY STRUCTURE BY DEFERRED

SUBMITTAL SUPPLIER. DEFERRED SUBMITTAL SUPPLIER TO PROVIDE CONNECTIONS AND

FRAMING ARRANGEMENT TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE ELEMENT

BEING ATTACHED TO.

c. ALL DEFERRED SUBMITTALS TO BE ATTACHED TO PRIMARY STRUCTURE WITH A PINNED

CONNECTION. MOMENT CONNECTIONS TO PRIMARY STRUCTURE NOT PERMITTED UNLESS NOTED

ON DRAWINGS OR APPROVED BY ENGINEER IN WRITING PRIOR TO SUBMITTAL OF DRAWINGS OR

CALCULATIONS.

d. LOADING AND LOCATION FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS ARE NOTED ON

DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED WITHOUT WRITTEN APPROVAL.

e. METAL STUD FRAMING AND FRAMING ATTACHMENT IS DESIGNED FOR THE TRIBUTARY WIND AND GRAVITY LOAD OF THE STUD SPACING. CLADDING SUPPLIER TO DESIGN CLADDING TO ATTACH AT

EACH STUD. CLADDING ATTACHMENT SPACING WHICH EXCEEDS THE STUD SPACING IS NOT

ACCEPTABLE WITHOUT APPROVAL FROM THE METAL STUD SUPPLIER/DESIGNER AND THE

PROJECT EOR. IF THE CLADDING SUPPLIER DOES NOT WANT OR CANNOT ATTACH TO EACH STUD

THE LOADS FROM THE CLADDING SUPPLIER MUST BE PROVIDED TO THE METAL STUD FRAMING

SUPPLIER. THE METAL STUD FRAMING SUPPLIER WILL NEED TO INCORPORATE THESE LOADS INTO

THE METAL STUD FRAMING DESIGN. GC TO COORDINATE BETWEEN METAL STUD FRAMING

SUPPLIER AND CLADDING SUPPLIER AS REQUIRED.

f. WALLS, GRADE BEAMS AND THE UNDERSIDE OF CONCRETE ON METAL DECK SHALL BE

CONSIDERED CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF

DEFERRED SUBMITTAL ITEMS.

g. POWDER ACTUATED FASTENERS (PAF) INTO CONCRETE OR CMU SHALL NOT BE USED TO RESIST

TENSION LOADS.

h. MODULAR CEILING SYSTEM BASIS OF DESIGN: SLD AirFRAME

• CONTRACTOR TO SUBMIT PROPOSED ANCHORAGE PLAN FOR ALTERNATE MODULAR CEILING

SYSTEM MANUFACTURERS FOR REVIEW

POST-INSTALLED ANCHOR NOTES

1. POST-INSTALLED ANCHORS BASIS OF DESIGN:

2. CONTRACTOR SHALL PROVIDED ENGINEERING BACKUP FOR ANY ANCHOR SUBSTITUTION REQUEST OR

COMPENSATE CALIBRE TO PERFORM ENGINEERING VALIDATION THAT SUBSTITUTED ANCHOR IS

ACCEPTABLE.

3. CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS HAVE PASSED

THE TRAINING COURSE PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

4. PROOF TENSION TEST FIRST 3 ADHESIVE ANCHORS AND 1% OF TOTAL ANCHORS PER ASTM E488. TEST

10% TOTAL OF OVERHEAD ADHESIVE ANCHORS.

5. TORQUE TEST 100% OF EXPANSION, SLEEVE, AND SCREW ANCHORS TO 100% OF INSTALLATION

TORQUE SHOWN IN PRODUCT ICC REPORT.

6. INSTALL ANCHORS IN ACCORDANCE WITH CONTRACT DOCUMENTS AND THE CURRENT

MANUFACTURER’S PUBLISHED INSTALLATION INSTRUCTIONS.

7. LOCATE ,THROUGH NON-DESTRUCTIVE MEANS, AND AVOID ALL EXISTING REINFORCING PRIOR TO INSTALLATION OF ANCHORS. IF EXISTING LAYOUT CONFLICTS WITH PROPOSED ANCHORS, CONTACT

EOR FOR REVISED LAYOUT.

8. ANCHORS INSTALLED IN MASONRY SHALL BE INTO FULLY GROUTED CELLS FOR LOCATION OF ANCHOR

AND ONE CELL ABOVE, BELOW, AND ADJACENT TO ANCHOR, UON.

POST-INSTALLED ANCHORS

TYPE USE ANCHOR

ADHESIVE ANCHOR:

CONCRETE: HILTI HIT-RE 500 V3

MASONRY: HILTI HY-270

MECHANICAL ANCHORS:

SCREW ANCHOR: HILTI KWIK HUS-EZ

EXPANSION ANCHOR: HILTI KWIK BOLT TZ2

STRUCTURAL STEEL NOTES

1. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND "CODE OF STANDARD PRACTICE

FOR STEEL BUILDINGS AND BRIDGES" (LATEST EDITION AND SUPPLEMENTS).

2. CONNECTING OR SPLICING OF STRUCTURAL STEEL NOT SHOWN ON THE DRAWINGS IS PROHIBITED

WITHOUT PRIOR WRITTEN APPROVAL OF THE SEOR.

3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STRUCTURAL STEEL FOR REVIEW BEFORE FABRICATION. SHOP DRAWINGS SHALL SHOW THE ERECTION PROCEDURES AND

DETAILS.

4. SEE SPECIFICATIONS FOR FINISH / PAINTING REQUIREMENTS FOR STRUCTURAL STEEL SURFACES.

VERIFY WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

5. WELDED JOINTS SHALL CONFORM TO THE PRE-QUALIFIED JOINT DETAILS AS INDICATED IN THE

STRUCTURAL WELDING CODE (AWS D1.1) BY THE AMERICAN WELDING SOCIETY.

6. ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. WELDING RODS TO BE LOW HYDROGEN TYPE, E70.

7. ALL GROOVE WELDS TO BE FULL PENETRATION, UON.

8. ALL FILLET WELDS TO BE 5/16”, CONTINUOUS, UON.

9. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL

BE AISC MINIMUM PER AISC SECTION J2.1b AND J2.2b, UNLESS A LARGER SIZE IS NOTED.

10. WELDS SHOWN AS FIELD WELDS MUST BE MADE IN THE FIELD UNLESS A SUBSTITUTION REQUEST IS

MADE. ALL OTHER WELDS MAY BE MADE IN SHOP OR FIELD AT CONTRACTOR’S OPTION.

11. EXCEPT AS SUBSEQUENTLY NOTED, HIGH STRENGTH BOLTS NEED NOT BE TIGHTENED BEYOND THE

SNUG-TIGHT CONDITION, AS DEFINED IN SECTION 8.(c) OF THE SPECIFICATIONS FOR STRUCTURAL

JOINTS USING ASTM A325 OR A490 BOLTS. FOR CONNECTIONS SUBJECT TO DIRECT TENSION,

CONNECTIONS FOR BRACED FRAMES, AND OTHER CONNECTIONS SHOWN OR NOTED ON THE PLANS AS SLIP CRITICAL (SC) OR FULLY TENSIONED, BOLTS SHALL BE TIGHTENED BY ONE OF THE METHODS DESCRIBED…