S02 Drawings_531-23-105 Upgrade HVAC B85.pdf

A. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH COR.

B. ALL UTILITY WORK SHALL BE COORDINATED WITH CIVIL PLANS.

C. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY COR.

D. ALL HOSPITAL ACCESS POINTS, AND ALL BUILDING EXITS, MUST

REMAIN ACCESSIBLE, CLEAR AND UNOBSTRUCTED THROUGHOUT

ALL PHASES OF DEMOLITION AND CONSTRUCTION. SHORT-TERM

CLOSURE MAY BE ACCEPTABLE AS COORDINATED WITH COR.

E. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK AND

ROOF REPAIRS WITH THE COR.

GENERAL PHASING NOTES

HAZARDOUS MATERIALS

1. THE CONSTRACTOR AND/OR THE CONTRATOR'S SUBS SHALL IMMEDIATELY

NOTIFY THE VA IF AN SUSPECT MATERIAL IS FOUND.

BOISE VAMC SPECIFIC NOTES

CONTRACTOR IS REQUIRED TO FOLLOW ALL OSHA REGULATIONS

CONCERNING CONSTRUCTION. THE SUPERINTENDENT IS REQUIRED

TO HAVE COMPLETED, AS A MINIMUM, OSHA’S 30-HOUR TRAINING AND

BE KNOWLEDGEABLE OF GENERAL SAFETY REQUIREMENTS FOR

CONFINED SPACES, FALL PROTECTION, PERSONAL PROTECTIVE

EQUIPMENT, TRENCHING, SCAFFOLDING, CRANES, ELECTRICAL, ETC.

APPLICABLE SUBCONTRACTORS ARE TO HAVE A COMPETENT PERSON

ON SITE WHEN REQUIRED BY OSHA. IF ACCESSING A CONFINED

SPACE, THE CONTRACTOR IS REQUIRED HAVE THEIR OWN CONFINED

SPACE AIR MONITOR AND TO TEST THE AIR PRIOR TO ENTERING ANY

CONFINED SPACE. IF THE CONTRACTOR MUST ENTER A SANITARY

SEWER MANHOLE, IN ADDITION TO A CONFINED SPACE AIR MONITOR,

THEY MUST HAVE PROPER OSHA RESCUE EQUIPMENT FOR A PERMIT

REQUIRED CONFINED SPACE. WHERE IT IS NOT POSSIBLE FOR THE VA

TO SHUTDOWN AN ELECTRICAL PANEL OR CIRCUIT, THE CONTRACTOR

MUST PROVIDE AND USE THE APPROPRIATE SAFETY CLOTHING AND

EQUIPMENT AS REQUIRED BY NFPA 70E. THE VA WILL BE MONITORING

THE CONTRACTOR’S COMPLIANCE WITH OSHA REGULATIONS. FAILURE

TO COMPLY IS GROUNDS FOR STOPPING WORK.

SITE PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES

THAT ARE NOT MARKED FOR REMOVAL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

Approved: Chief Facilities Management

Approved: Director

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/V A

U p g ra d e

H V

A C

B u ild in g

A rc h .r v t

/1

/2

:4

:2

P

M

GI-001

COVER SHEET

500 W FORT ST, BOISE, ID 83702

531-23-105

85 & 85A

Feb. 2, 2024 AESUS AESUS

UPGRADE HVAC BUILDING 85FINAL - BID DOCUMENTS

CDX

A3-301

X

XX

X

DETAIL FLAG NUMBER

DOOR NUMBER

AE-501

BUILDING SECTION CUT

OTHER SECTION CUT

SHEET WHERE APPEARS (TYPICAL)

AE-301

AA

SHEET WHERE APPEARS

ELEVATION NUMBER

SHEET WHERE APPEARS

x x x x

EXISTING COLUMN CENTER LINEA

X

WINDOW TAG

AE-301

AA

AE-301

AA

ELEVATION NUMBER

AE-710

4 2

DASHED LINE

AROUND

AREA DETAILED

PLAN OR DETAIL NUMBERX

EQ-X

CPT1

W-X

Department of Veterans Affairs Network Contracting Office 20

KEYED NOTE

WALL TYPE

X

X WINDOW TREATMENT TYPE

EQUIPMENT

INTERIOR FINISH TYPE

FURNITURE, FIXTURE, EQUIPMENT

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

NORTH

Project No: 531-23-105

Boise, ID, 83706

DESIGN TEAM

OWNER

CODE REFERENCES

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

GENERAL NOTES

VICINITY MAP

THIS PROJECT IS LOCATED AT THE BOISE, IDAHO VA MEDICAL CENTER. THE PROJECT'S

SCOPE OF WORK ENTAILS ADDING A NEW AIR COOLED CHILLER AND A DX AIR

CONDITIONING SYSTEM TO BUILDING 85.

THIS WORK SHALL INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND

ELECTRICAL.

DESCRIPTIONSYMBOL

UPGRADE HVAC BUILDING 85, 531-23-105

Boise, Idaho VA Medical Center Department of Veterans Affairs

Architect

MPE Engineers

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

David Combs (dcombs@aesusdesign.com)

480-454-2861

NORTH

PROJECT AREA

960 Broadway Ave., Suite 460

A. ANY CHANGES MUST BE APPROVED BY VA BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (8AM-4:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE TO

ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY

DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

G. NOT ALL KEYNOTES ARE ON ALL SHEETS.

H. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES

THAT ARE NOT MARKED FOR REMOVAL.

BUILDING CODE:

2018 IBC - INTERNATIONAL BUILDING CODE

2018 IEBC - EXISTING BUILDING CODE

2018 IECC - INTERNATIONAL ENERGY CONSERVATION CODE

2018 IFC - INTERNTIONAL FIRE CODE

ACCESSIBILITY CODE & GUIDELINES:

ABAAS & BFDG

MECHANICAL CODE:

2018 IMC - INTERNATIONAL MECHANICAL CODE

PLUMBING CODE:

2017 IPC - INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE:

2017 NEC - NATIONAL ELECTRICAL CODE

NO LIFE SAFETY WILL BE AFFECTED BY THIS PROJECT.

NFPA

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES

NFPA 900 (OSHA)

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

GI-001 COVER SHEET

ARCHITECTURE

AD-101 BLDG 85 DEMO ROOF PLAN

AE-101 BLDG 85 2ND FLOOR REFLECTED CEILING PLAN

AE-102 BLDG 85 & 85A ROOF PLAN

STRUCTURAL

SE-101 GENERAL STRUCTURAL NOTES

SE-102 ROOF FRAMING PLAN

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

Chad Spencer (cspencer@aesusdesign.com)

480-454-2861

PROJECT AREA

Structural Engineers

2058 S Dobson Rd, Suite 10

Mesa, Arizona, 85202

United Structural Design, LLC

Dgraspas@unitedstr.com

480-382-9768

Veteran Affairs

Department of Veterans Affairs

Assistant Chief - FMS Boise VAMC

Bryan Lightfield

Revisions: Date:

02.01.24

MECHANICAL

M-001 MECHANICAL LEGEND AND ABBREVIATION

MD-202 MECHANICAL ROOF DEMOLITION PLAN

M-201 MECHANICAL LEVEL 2 PLAN

M-202 MECHANICAL ROOF PLAN

M-501 MECHANICAL DETAILS

M-801 MECHANICAL CONTROLS

ELECTRICAL

EP-000 LEGENDS AND ABBREVIATIONS

EP-101 ELECTRICAL POWER PLAN

EP-102 ELECTRICAL ROOF PLAN

EP-601 ELECTRICAL ONE-LINE DIAGRAM

EP-701 PANEL SCHEDULES

ONJ

HGFE

ROOF PLAN GENERAL NOTES

1. ROOF TYPE: EXISTING TO REMIAN

2. THE GC IS RESPONSIBLE FOR ANY DAMAGE DONE TO THE

EXISTING ROOF. AND WILL BE RESPONSIBLE FOR ANY AND ALL

REPAIRS.

3. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR PLUMBING

EQUIPMENT SHOWN FOR INFORMATION ONLY. REFERENCE

MECHANICAL, ELECTRICAL AND PLUMBING DOCUMENTS AND

SPECIFICATIONS FOR SPECIFIC DESIGN INFORMATION.

4. PROVIDE WALKWAY PROTECTION TO MAJOR MECHANICAL,

ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED TO

PROVIDE SERVICE ACCESS. WALKWAY PROTECTION IS

INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL FINAL

LOCATIONS OF ALL EQUIPMENT.

6. PATCH AND REPAIR EXISTING ROOFS DAMAGED DURING

CONSTRUCTION.

7. ANY ROOF MODIFICATIONS REQUIRED TO BE COORDINATED WITH

VA AND EXISTING WARRANTIES.

DEMOLITION SYMBOL LEGEND

GENERAL DEMOLITION NOTES

KEYED DEMOLITION NOTES

ITEMS SHOWN DASHED TO BE

DEMOLISHED

HATCH INDICATES AREA TO BE COVERED

BY KEYED NOTES LOCATED WITHIN

A. EXISTING CONSTRUCTION TO BE REMOVED IS INDICATED ON

THE DRAWINGS: COORDINATE DEMOLITION WITH

ARCHITECTURAL DRAWINGS AND REQUIREMENTS SHOWN ON

ALL MECHANICAL PLUMBING AND ELECTRICAL, AND

STRUCTURAL DRAWINGS

B. EXISTING CONDITIONS SHOWN ARE FROM AVAILBLE RECORD

DRAWINGS AND VISUAL FIELD SURVEYS. THE CONTRACTOR

SHALL VERIFY ACTUAL EXISTING CONDITIONS AND NOTIFY THE

OWNER OF ANY DISCREPENCIES.

C. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH

ADJACENT BUILDING AREAS

D. AREA OF WORK CONTAINS BUILDING INFRASTRUCTURE WHICH

MAY BE CRITICAL TO THE ONGOING OPERATIONS OF THE

HOSPITAL. ATTENTION SHALL BE BROUGHT TO THE COR PRIOR

TO ANY DEMOLITION OR SHUT-DOWNS. REFER TO

SPECIFICATIONS FOR MAJOR AND MINOR SHUTDOWN

PROCEDURES.

E. PROTECT EXISTING MATIERALS AND EQUIPMENT WHICH ARE

NOT TO BE DEMOLISHED. CONTRACTOR TO PROTECT FROM

DAMAGE ALL EXISTING FLOORS, WALLS, CEILINGS, ETC.

CONTRACTOR IS RESPONSIBLE FOR REPAIR AND

REPLACEMENT OF ALL DAMAGED FLOORING, WALLS, CEILINGS,

ETC. IF AREAS NEED TO BE REPAIRED, FINISHES ARE TO

MATCH EXISTING.

F. MAINTAIN PROTECTED EGRESS AND ACCESS TO THE WORK.

ALSO MAINTAIN REQUIRED EGRESS AROUND TEMPORARY

PARTITIONS.

G. REMOVE ANY UNUSED OR ABANDONED MATERIALS IN WALLS

AND ABOVE CEILINGS.

H. THE CONTRACTOR SHALL NOTIFY THE OWNER IN ADVANCE OF

ANY SCHEDULED DEMO WORK IN THE AREA TO ALLOW THE

OWNER TO REMOVE PERSONAL BELONGINGS AND DESIGNATE

ALL MEDICAL EQUIPMENT, FURNITURE, AND OTHER ITEMS TO

BE SALVAGED AND STORED BY THE CONTRACTOR. ALL ITEMS

NOT DESIGNATED AS "SALVAGED" BY THE OWNER AFTER THIS

TIME SHALL BE DISPOSED OF BY THE CONTRACTOR. REFER TO

SPECIFICATION FOR NOTIFICATION REQUIREMENTS.

I. SCOPE OF WORK TO BE REMOVED IS SHOWN WITH DASHED

LINES. COORDINATE EXTENT OF DEMOLITION OF EXISTING

ITEMS TO BE PARTIALLY DEMOLISHED WITH THE FLOOR PLAN

AND REFLECTED CEILING PLAN.

J. REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS OFF-

SITE WHICH ARE NOT SCHEDULED TO REMAIN, BE RELOCATED,

OR BECOME THE PROPERTY OF THE OWNER.

K. CONTRACTOR TO VERIFY EXISTING CONDITIONS AT ALL

COLUMNS AND CHASES PRIOR TO DEMOLITION

01 02

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

Approved: Chief Facilities Management

Approved: Director

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/V A

U p g ra d e

H V

A C

B u ild in g

A rc h .r v t

/1

/2

:4

:2

P

M

AD-101

BLDG 85 DEMO ROOF PLAN

500 W FORT ST, BOISE, ID 83702

531-23-105

85 & 85A

Feb. 2, 2024 AESUS AESUS

UPGRADE HVAC BUILDING 85FINAL - BID DOCUMENTS

1/8" = 1'-0"1

BLDG 85 DEMO ROOF PLAN

KEYNOTES

1 REMOVE STAIR, LANDING, GUARDRAILS, AND ROOF SUPPORTS. RETURN

THE STAIR TO VA. PATCH AND REPAIR ROOF AT STAIR SUPPORT

LOCATIONS AS REQUIRED.

2 DEMOLISH DUCT RACKS, SUPPORTS, AND ALL ASSOCIATED

COMPONENTS AS REQUIRED. PATCH AND REPAIR ROOF AS REQUIRED.

3 REMOVE AND RECONFIGURE EXISTING DUCT PER MECHANICAL.

4 EXISTING ROOF TO REMAIN.

5 EXISTING WALKPADS TO REMAIN.

6 EXISTING STEEL STRUCTURE TO REMAIN.

7 EXISTING EXPANSION JOINT CAPS TO REMAIN.

8 EXISTING MECHANICAL EQUIPMENT TO REMAIN.

Revisions: Date:

X

02.01.24

DN

UP

DN

DN

UP

OMNI

CELL

MEDICAL

VENDING

ONJ

HG

REFLECTED CEILING PLAN

GENERAL NOTES

A. THE GC SHALL VISIT THE SITE PRIOR TO BIDDING TO BETTER UNDERSTAND

THE EXISTING CONDITIONS, TYPICAL.

B. IN THE CASE OF MINOR DISCREPANCIES BETWEEN MEP AND

ARCHITECTURAL DOCUMENTS IN THE LOCATION OF CEILING MOUNTED

COMPONENTS, THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL

GOVERN. IN THE CASE OF MAJOR DISCREPANCIES, THE ARCHITECT SHALL

BE NOTIFIED AS SOON AS THE DISCREPANCY IS DISCOVERED PRIOR TO

PROCEEDING WITH THE WORK.

C. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR MOUNTING

LOCATIONS OF ITEMS WHERE NO CEILING IS REQUIRED OR INDICATED.

D. LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPEAKERS, STROBES,

AND MISCELLANEOUS DEVICES SHALL BE REMOVED AND RE-INSTALLED AS

REQUIRED TO INSTALL THE NEW PIPING, SEE MPE FOR ADDITIONAL INFO.

E. ALL SPRINKLER HEADS SHALL REMAIN UNDISTURBED UNLESS NOTED

OTHERWISE.

F. ACCESS DOOR LOCATIONS IN GYPSUM BOARD CEILINGS ARE INDICATED ON

RCP'S ONLY WHERE ARCHITECTURALLY SIGNIFICANT. REFERENCE

SPECIFICATIONS AND MEP DRAWINGS FOR OTHER ACCESS DOOR

LOCATIONS.

CEILING SYMBOLS

EXISTING SUPPLY AIR

EXISTING 4X2 CEILING

MOUNTED LIGHT

EXISTING EXHAUST AIR

EXISTING ACOUSTIC

CEILING TILE

EXISTING DOWNLIGHT

EXISTING SUSPENDED

LIGHT

NO CEILING, EXPOSED TO

STRUCTURE / DECK ABOVE

EXP

NEW CASSETTE MINI SPLIT

EXISTING 2X2 CEILING

MOUNTED LIGHT

SEE KEYNOTE 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

Approved: Chief Facilities Management

Approved: Director

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/V A

U p g ra d e

H V

A C

B u ild in g

A rc h .r v t

/1

/2

:4

:2

P

M

AE-101

BLDG 85 2ND FLOOR REFLECTED

CEILING PLAN

500 W FORT ST, BOISE, ID 83702

531-23-105

85 & 85A

Feb. 2, 2024 AESUS AESUS

UPGRADE HVAC BUILDING 85FINAL - BID DOCUMENTS

1/8" = 1'-0"1

BLDG 85 LEVEL 2 RCP

KEYNOTES

1 CEILING MOUNTED HVAC CASSETTE, SEE MECHANICAL FOR

ADDITIONAL INFORMATION. REMOVE AND REINSTALL EXISTING LAY-IN

CEILING AS REQUIRED TO RUN NEW LINE SETS TO CONDENSERS. SEE

ROOF PLAN FOR CONDENSER LOCATION.

2 REMOVE AND REINSTALL CEILINGS, LIGHTS, DIFFUSERS, AND LOW

VOLTAGE EQUIPMENT AS REQUIRED TO INSTALL NEW REFRIGERANT

PIPING. THE GC SHALL ROUTE REFRIGERANT PIPING AROUND

EXISTING SPRINKLER MAINS AND OR DROPS.

3 NEW REFRIGERANT PIPING AND CONDUIT/SLEEVE TO PENETRATE

EXISTING BRICK WALL ABOVE ADJACENT LAB CEILING. GC TO CORE

DRILL TO MATCH SLEEVE SIZE +/-1/4", PROVIDE ALL SEALANTS AT

EACH SIDE.

Revisions: Date:

X

VERIFY W/

ELEC

V E

R

IF

Y W

E

L E

C

ON

J

J

HGFE

D

6 6

AE-102

15 16

AE-102

AE-102

AE-102

ROOF PLAN GENERAL NOTES

1. ROOF TYPE: EXISTING TO REMIAN

2. THE GC IS RESPONSIBLE FOR ANY DAMAGE DONE TO THE

EXISTING ROOF. AND WILL BE RESPONSIBLE FOR ANY AND ALL

REPAIRS.

3. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR PLUMBING

EQUIPMENT SHOWN FOR INFORMATION ONLY. REFERENCE

MECHANICAL, ELECTRICAL AND PLUMBING DOCUMENTS AND

SPECIFICATIONS FOR SPECIFIC DESIGN INFORMATION.

4. PROVIDE WALKWAY PROTECTION TO MAJOR MECHANICAL,

ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED TO

PROVIDE SERVICE ACCESS. WALKWAY PROTECTION IS

INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL FINAL

LOCATIONS OF ALL EQUIPMENT.

6. PATCH AND REPAIR EXISTING ROOFS DAMAGED DURING

CONSTRUCTION.

7. ANY ROOF MODIFICATIONS REQUIRED TO BE COORDINATED WITH

VA AND EXISTING WARRANTIES.

FRT WOOD

NAILER

PREFABRICATED,

MECHANICAL ROOF

CURB ANCHORED TO

NAILER

REGLET AND

COUNTERFLASHING

/4

M

IN

/4

M

IN

C U

R B

T O

B E

C U

S T

O M

H

E

IG

H T

T O

C O

O R

D

IN

A T

W

IT

H R

O O

F S

L O

P

C

N

D

IT

IO

N

CONT. RIGID INSULATION

FOR SOUND ATTENUATION

REMOVE EXISTING

ROOFING AS REQ'D

FOR NEW CURB

EXISTING ROOF

TO REMAIN

PATCH AND REPAIR ROOF AT

NEW CURB LOCATION. ROOF

MEMBRANE TO RUN UP THE

CURB AND UNDER THE REGLET

AND COUNTERFLASHING.

PROVIDE ALL FLASHING AND

SEALANTS, TYPICAL.

CONT. ROOFING MEMBRANE OVER

PEEL AND STICK MEMBRANE,

EXTERIOR SHEATING, AND CURB

FRAMING.

SEE ELECTRICAL FOR

CONDUIT SIZE AND

ROUTE, TYPICAL. PROVIDE SHOP DRAWINGS

FOR UNI-STRUT SUPPORT,

TYPICAL.

PADS ON FINISHED ROOF

SURFACE

PIPE SLEEVE

CONT. BACKER ROD

AND SEALANT AT

EACH FACE

REFRIGERANT PIPING

/ CONDUIT LINES

PIPE SLEEVE

EXISTING BUILDING

EXTERIOR WALL

WATERPROOFING

CLAMP FLANGE

CONT. SEALANT

JOINT SEE MECHANICAL FOR

DUCT SIZE AND ROUTE,

TYPICAL. PROVIDE SHOP DRAWINGS

FOR UNI-STRUT SUPPORT,

TYPICAL.

PADS ON FINISHED ROOF

SURFACE

VERIFY W/

MECH

V E

R

IF

Y W

M

E C

H

NOTES:

BASIS OF DESIGN DUCT SUPPORT

IS PRE-MANUFACTURED (PHP).

STICK BUILT IS ACCEPTABLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

Approved: Chief Facilities Management

Approved: Director

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/V A

U p g ra d e

H V

A C

B u ild in g

A rc h .r v t

/1

/2

:4

:3

P

M

AE-102

BLDG 85 & 85A ROOF PLAN

500 W FORT ST, BOISE, ID 83702

531-23-105

85 & 85A

Feb. 2, 2024 AESUS AESUS

UPGRADE HVAC BUILDING 85FINAL - BID DOCUMENTS

1/8" = 1'-0"

BLDG 85 ROOF PLAN

KEYNOTES

1 RECONFIGURED MECHANICAL DUCT AND SUPPORTS. SUPPORTS TO BE

PRE-MANUFACTURED PER PHP OR EQUAL.

2 NEW MECHANICAL EQUIPMENT WITH NEW STEEL SUPPORTS TIED INTO EXISTING

FRAME. SEE STRUCTURAL AND MECHANICAL FOR ADDITIONAL INFORMATION.

3 NEW MECHANICAL EQUIPMENT AND PRE-MANUFACTURED EQUIPMENT CURB.

PATCH AND REPAIR ROOF AS REQUIRED.

4 EXISTING DUCT AND SUPPORTS TO REMAIN.

5 EXISTING ROOF TO REMAIN.

6 EXISTING MECHANICAL EQUIPMENT TO REMAIN.

7 EXISTING WALKPADS TO REMAIN.

8 EXISTING EXPANSION JOINT CAPS TO REMAIN.

9 EXISTING STEEL STRUCTURE TO REMAIN.

10 EXISTING ROOF DRAINS TO REMAIN, TYPICAL.

11 EXISTING EXHAUST VENT TO REMAIN.

12 NEW REFRIGERANT PIPING AND CONDUIT/SLEEVE TO PENETRATE EXISTING BRICK

WALL ABOVE ADJACENT LAB CEILING. GC TO CORE DRILL TO MATCH SLEEVE SIZE

+/-1/4", PROVIDE ALL SEALANTS AT EACH SIDE.

13 PROPOSED REFRIGERANT PIPING ROUTE ON/ABOVE ROOF, GC TO PROVIDE ALL

SUPPORTS.

14 PROVIDE AND INSTALL PRE-MANUFACTURED STAIR, LANDING, AND GUARDRAILS

(PHP OR EQUIVALENT) WITH ISOLATION PADS. LAYOUT ISOLATION PADS

ACCORDING TO THE FOOTPRINT OF STAIRS AND LANDING. GC TO CONFIRM FIELD

CONDITIONS AND PROVIDE SITE SPECIFIC SHOP DRAWINGS FOR REVIEW.

15 CONDUIT TO PENETRATE EXISTING WALL AT EXISTING RACK HEIGHT. GC TO CORE

DRILL TO MATCH CONDUIT SIZE +/-1/4", PROVIDE ALL SEALANTS AT EACH SIDE.

16 NEW ELECTRICAL CONDUIT RUN TO BE MOUNTED AND ROUTED TO EXISTING RACK,

ADD ADDITIONAL SUPPORTS AS REQUIRED, SEE ELECTRICAL. SEE DETAIL 3/AE-102.

LOW ROOF 85A

HIGH ROOF 85

LOW

ROOF

85A

HIGH

ROOF

1 1/2" = 1'-0"

EQUIPMENT CURB

Revisions: Date:

X

1/2" = 1'-0"

PRE-MANUFACTURED SUPPORT

3" = 1'-0"

PENETRATION

1/2" = 1'-0"

PRE-MANUFACTURED SUPPORT

NUMERICAL QUANTITIES WHEN

ENCLOSED IN PARENTHESES

ARCHITECT/ENGINEER

ANCHOR BOLT

AGGREGATE BASE COURSE

ARCHITECT

AMERICAN SOCIETY FOR

TESTING AND MATERIALS

BOTTOM OF DECK

BOTTOM OF STEEL

CAST-IN-PLACE

CONSTRUCTION JOINT

CONTROL JOINT

CENTERLINE

CLEAR

CONCRETE MASONRY UNIT

DIAMETER

DIMENSION

DEAD LOAD

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

EDGE OF SLAB

EQUAL

EXISTING

EACH WAY

FUTURE

FINISH FLOOR ELEVATION

FLOOR

FEET

FOOTING

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GLUED LAMINATED WOOD BEAM

GENERAL STRUCTURAL NOTES

HORIZONTAL

HOLLOW STRUCTURAL

SECTION MOMENT OF INERTIA

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

INTERIOR

ONE THOUSAND POUNDS

KIP PER LINEAR FOOT

STEEL ANGLE

POUND

LIVE LOAD

LONG LEG BACK TO BACK

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LAMINATED STRAND LUMBER

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

MASONRY CONTROL JOINTS

MECHANICAL

MANUFACTURER

MINIMUM

NOT APPLICABLE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPPOSITE

ORIENTED STRAND BOARD

PERPENDICULAR

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PARALLEL STRAND LUMBER

POST TENSIONED

QUALITY ASSURANCE

QUALITY CONTROL

REQUIRED

REQUEST FOR INFORMATION

ROOF TOP UNIT

SQUARE FOOT

SIMILAR

STANDARD

TOP AND BOTTOM

TONGUE AND GROOVE

TOP OF BEAM

TOP OF CONCRETE

TOP OF DECK

TOP OF FOOTING

TOP OF MASONRY

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERIFY IN FIELD

WATER TO CEMENT RATIO

WINDLOAD

WORK POINT

WELDED WIRE FABRIC

WELDED WIRE REINFORCEMENT

ABBRV TERM

TERMS AND

ABBREVIATIONS

A\E

AB

ABC

ARCH

ASTM

BOD

BOS

CIP

CJ

CL

CLR

CMU

DIA

DIM

DL

EA

EF

EJ

EL

EOS

EQ

(E)

EW

(F)

FF

FLR

FT

FTG

GA

GALV

GC

GLB

GSN

HORIZ

HSS

I

IBC

ID

INT

KIP, K

KLF

L

LB

LL

LLBB

LLH

LLV

LSL

LSH

LSV

MCJ

MECH

MFR

MIN

NA

NTS

OC

OD

OPP

OSB

PERP

PLF

PSF

PSI

PSL

PT

QA

QC

REQ'D

RFI

RTU

SF

SIM

STD

T&B T&G

TOB

TOC

TOD

TOF

TOM

TOP

TOS

TOW

TYP

UNO

VERT

VIF

W/C

WL

WP

WWF

WWR

EXISTING BUILDING DESIGN LOADS:

1. ROOF:

• LIVE LOAD 25 PSF (REDUCIBLE)

• SNOW LOAD 25 PSF

2. WIND LOAD:

• RISK CATEGORY II

• BASIC WIND SPEED, V : 105 MPH

• EXPOSURE CATEGORY: B

3. SEISMIC LOADS:

• RISK CATEGORY II

• IMPORTANCE FACTOR, Ie : 1.0

• SEISMIC SITE CLASS: D

• Ss: 0.326

• S1: 0.114

• SDS: 0.335

• SD1: 0.181

• SEISMIC DESIGN CATEGORY: B

UNIT SUPPORT DESIGN BASED ON MECHANICAL UNIT LOADS PER

MECHANICAL PLANS

EXISTING STRUCTURE:

1. EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR

REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN

THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY

THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE

CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY

DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO

THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER

TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS, AND

OPENINGS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL

PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT

SHOWN.

2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER

TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE

EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND

ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST

RETAIN A LICENSED STRUCTURAL ENGINEER WHO SHALL INVESTIGATE

WHERE THIS TEMPORARY SHORING/BRACING IS REQUIRED, AND SHALL

DESIGN THIS TEMPORARY SHORING/BRACING.

3. THE CONTRACTOR SHALL BE AWARE THAT INCREASED COSTS AND

CHANGES MAY BE REQUIRED BECAUSE OF POSSIBLE OMISSIONS,

AMBIGUITIES OR INCONSISTENCIES IN THE DRAWINGS RELATED TO

THE CONNECTION DETAILS AT THE POINT BETWEEN NEW FRAMING

AND THE EXISTING STRUCTURE. THEREFORE, THE FINAL

CONSTRUCTION COST OF THE PROJECT MAY EXCEED THE ESTIMATED

CONSTRUCTION COST. THE CONTRACTOR/OWNER SHALL SET ASIDE A

RESERVE AMOUNT WITHIN INDUSTRY STANDARDS AS A CONTINGENCY

TO BE USED, AS REQUIRED, TO PAY FOR ANY SUCH INCREASED COSTS

AND CHANGES.

4. EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR

REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

ELEVATIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR

SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING

CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE

BEGINNING WORK. ANY DISCREPANCIES IN GEOMETRY, DETAILS OR

UNSOUND CONDITIONS OF THE EXISTING STRUCTURE SHALL BE

REPORTED TO THE EOR FOR RESOLUTION BEFORE BEGINNING WORK.

EXISTING CONCRETE STRUCTURE:

1. THIS PROJECT MAY BE UTILIZING EXISTING CONCRETE STRUCTURE.

CRACKING IS INHERENT TO THE MATERIAL PROPERTIES OF

CONCRETE CONSTRUCTION. THE OWNER SHALL RELEASE USD, ITS

OFFICERS, DIRECTORS, EMPLOYEES AND SUBCONSULTANTS

AGAINST ANYTHING ASSOCIATED WITH CRACKS IN THE EXISTING

CONCRETE. USD WILL MAKE EVERY EFFORT TO MINIMIZE THE

EFFECTS OF UNSIGHTLY CRACKING BUT THE PRESENCE OF CRACKS

ARE NORMAL AND UNAVOIDABLE IN CONCRETE. ALLOWANCE SHALL

BE MADE IN THE CONSTRUCTION BUDGET FOR SEALING OF SUCH

CRACKS. IN SOME CASES, CRACKS DO NOT APPEAR UNTIL WELL

AFTER CONSTRUCTION HAS BEEN COMPLETED. IT IS THE

RESPONSIBILITY OF THE OWNER TO MAINTAIN THE STRUCTURE

PROPERLY OVER THE LIFE OF THE STRUCTURE.

GENERAL:

1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS

REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE

METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES.

2. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH THE WORK THAT CONFORMS TO

THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) SAFETY AND HEALTH STANDARDS FOR THE

CONSTRUCTION INDUSTRY.

3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON

FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN

LIVE LOAD PER SQUARE FOOT.

4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR

MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR

ADDENDUM.

5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR

ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH

APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR

TO CONSTRUCTION. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS

(BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC.) WITHOUT

PRIOR WRITTEN APPROVAL OF STRUCTURAL ENGINEER THROUGH

ARCHITECT OR OWNER.

6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE

RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN

OPTION AND HE SHALL COORDINATE ALL DETAILS.

7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER

GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO

SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO

SIMILAR WORK ON THE PROJECT.

8. TYPICAL DETAILS ARE NOT CUT ON DRAWINGS, BUT APPLY UNLESS

NOTED OTHERWISE. TYPICAL DETAILS SHALL APPLY TO ALL SUCH

SITUATIONS AND CONDITIONS WHICH ARE SIMILAR TO THE CONDITION

SHOWN ON THE DETAIL OR VERBALLY DESCRIBED IN THE TITLE OF THE

DETAIL OR NOTES ON THE DETAIL. TYPICAL DETAILS SHALL APPLY

REGARDLESS OF WHETHER OR NOT THE DETAIL IS CUT ON THE PLANS.

9. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS,

GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER

REQUIREMENTS SHALL GOVERN.

10. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED

FOR REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL

ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS

LOCATED. SUPPLIER OF ENGINEERED STRUCTURAL COMPONENTS

SHALL BE RESPONSIBLE FOR COMPLETE DESIGN AND SHALL USE ALL

CONTRACT DOCUMENTS FROM ALL DISCIPLINES.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL

DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FINISHED GRADE

WITH CIVIL DRAWINGS PRIOR TO START OF CONSTRUCTION. ALL

DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS ARE TO ASSIST

CONTRACTOR IN VERIFICATION. DO NOT SCALE DIMENSIONS FROM

DRAWINGS.

12. ITEMS SHOWN BY OTHER DISCIPLINES WITH REFERENCE TO

STRUCTURAL DRAWINGS BUT NOT SHOWN ON THESE STRUCTURAL

DRAWINGS SHALL BE CONSIDERED DESIGN BUILD ITEMS.

CONTRACTOR SHALL SUBMIT DESIGN BY OTHERS FOR REVIEW

SHORING:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND

STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL

PROVIDE TEMPORARY SHORING, BRACING, AND OTHER ELEMENTS

REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS

COMPLETE. SHORING DESIGN SHALL BE PROVIDED BY A CIVIL OR

STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE

PROJECT IS LOCATED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION

DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.

DEMOLITION:

1. DEMOLITION OF EXISTING STRUCTURE TO BE REMOVED SHALL BE

PERFORMED BY THE CONTRACTOR USING MEANS NECESSARY TO

PREVENT DAMAGE TO THE EXISTING STRUCTURE TO REMAIN. DAMAGE

TO THE EXISTING STRUCTURE TO REMAIN SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE USING METHODS REVIEWED BY THE

STRUCTURAL ENGINEER. IF EXISTING CONDITIONS DIFFER FROM

THOSE SHOWN IN THE CONTRACT DOCUMENTS, CONTACT

STRUCTURAL ENGINEER THROUGH ARCHITECT PRIOR TO

PROCEEDING WITH WORK.

STRUCTURAL STEEL:

1. LATEST AISC AND AWS CODES APPLY. THE WORD APPROVED

INSPECTION 4.4 OF THE AISC CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES IS REDEFINED AS REVIEWED.

2. STEEL SHALL BE FINISHED AT LOCATIONS EXPOSED TO WEATHER

WITH A CORROSION RESISTANT COATING APPLICABLE TO WEATHER

AND EXPOSURE CONDITIONS OF PROJECT LOCATION.

3. WHEN STRUCTURAL STEEL IS FURNISHED TO A SPECIFIED MINIMUM

YIELD POINT GREATER THAN 36 KSI, THE ASTM OR OTHER

SPECIFICATION DESIGNATION SHALL BE INCLUDED NEAR THE

ERECTION MARK ON EACH SHIPPING ASSEMBLY OR IMPORTANT

CONSTRUCTION COMPONENT OVER ANY SHOP COAT OF PAINT PRIOR

TO SHIPMENT FROM THE FABRICATORS PLANT.

4. IF IT IS NECESSARY TO SPLICE ANY MEMBER, SPLICE LOCATIONS ARE

SUBJECT TO REVIEW BY STRUCTURAL ENGINEER. SPLICES SHALL BE

FULL PENETRATION WELDED AND TESTED PER THIS SECTION.

INDICATE ALL SPLICE LOCATIONS, AND WELDING PROCEDURES ON

SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.

5. ALL BEAMS SHALL BE ERECTED WITH THE NATURAL CAMBER

UPWARDS.

6. ALL BOLTS SHALL BE INSTALLED WITH STEEL WASHERS.

7. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC

WELDED HIGH STRENGTH HEADED STUDS (NELSON OR EQUIVALENT).

SHEAR CONNECTORS SHALL BE NELSON TYPE S3L OR EQUIVALENT

AND SHALL BE MANUFACTURED FROM COLD DRAWN STEEL

CONFORMING TO ASTM A 108. STUDS SHALL CONFORM TO ALL

REQUIREMENTS OF THE LATEST EDITION OF THE AWS C5.4

"RECOMMENDED PRACTICES FOR STUD WELDING" AND THE AWS D1.1

"STRUCTURAL WELDING CODE" PUBLISHED BY THE AMERICAN

WELDING SOCIETY. CONFORMANCE SHALL INCLUDE, BUT NOT BE

LIMITED TO, ALL QUALITY CONTROL TESTING PROVISIONS OF THE

AFOREMENTIONED PUBLICATIONS.

8. HEADED SHEAR CONNECTOR STUDS ON COMPOSITE STEEL BEAMS

SHALL BE 3/4" DIAMETER TYPICAL UNLESS NOTED OTHERWISE AND

UNIFORMLY SPACED. FOR LENGTH AND SPACING REQUIREMENTS, SEE

TYPICAL DETAIL. USE NOT MORE THAN ONE STUD PER RIB WHERE THE

NUMBER OF STUDS REQUIRED IS LESS THAN OR EQUAL TO THE

NUMBER OF RIBS AVAILABLE. WHERE THE NUMBER OF STUDS

REQUIRED EXCEEDS THE NUMBER OF RIBS AVAILABLE, PLACE A

MINIMUM OF ONE STUD PER RIB FULL LENGTH OF THE BEAM. PLACE

ADDED STUDS (NO MORE THAN TWO PER RIB TOTAL) IN EACH RIB

BEGINNING AT THE SUPPORTS AT EACH END AND MOVING TOWARDS

MIDSPAN UNTIL REQUIRED NUMBER OF STUDS ARE SUPPLIED.

MAXIMUM LONGITUDINAL STUD SPACING IS 32" CENTER TO CENTER.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO

INSTALLATION. HEADED STUD LENGTHS AS SPECIFIED SHALL BE

INTERPRETED AS THE FINISHED LENGTH AFTER INSTALLATION.

9. ALL WELDING BY WELDERS HOLDING VALID CERTIFICATES AND

HAVING CURRENT EXPERIENCE IN TYPE OF WELD SHOWN ON THE

DRAWINGS OR NOTES, CERTIFICATES SHALL BE THOSE ISSUED BY AN

INDEPENDENT TESTING AGENCY.

10. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS. USE E90

SERIES FOR ASTM A706 REINFORCING BARS. USE E308 SERIES FOR

STAINLESS TO STAINLESS WELDS AND E309 SERIES FOR STAINLESS

TO CARBON STEELS.

11. ALL WELDING PER AMERICAN WELDING SOCIETY STANDARDS. ALL

WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR

MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS

OR FIELD WELDS SHALL BE SHOWN ON SHOP DRAWINGS.

12. SLAG SHALL BE REMOVED FROM ALL COMPLETED WELDS, AND THE

WELD AND ADJACENT BASE METAL SHALL BE CLEANED BY BRUSHING

OR OTHER SUITABLE MEANS. WELDED JOINTS SHALL NOT BE PAINTED

UNTIL AFTER WELDING HAS BEEN COMPLETED AND THE WELD

ACCEPTED.

13. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED.

14. STEEL FABRICATOR TO COORDINATE ALL BRACING, PLATES,

ERECTION BOLTS, ETC. WITH STEEL JOIST MANUFACTURER AND

STEEL ERECTOR.

15. ALL STRUCTURAL STEEL SHALL BE FABRICATED BY A FABRICATOR

WITH ANY ONE OF THE FOLLOWING MINIMUM QUALIFICATIONS.

QUALIFICATIONS SHALL BE IN EFFECT AT TIME OF BID.

• INTERNATIONAL ACCREDITATION SERVICE, INC. (IAS) APPROVED

FABRICATOR.

• AISC CERTIFIED FABRICATOR (STD).

16. STEEL PROPERTIES

• WIDE FLANGE COLUMNS, BEAMS AND TEES: ASTM A992 (Fy = 50

KSI)

• CHANNELS, PLATES AND ANGLES: ASTM A36 (Fy = 36 KSI)

• PIPE STEEL: ASTM A53 Gr. B (Fy = 35 KSI)

• HSS RECTANGULAR STEEL: ASTM A500 Gr. C (Fy = 50 KSI)

• HSS ROUND STEEL: ASTM A500 Gr. C (Fy = 46 KSI)

• BOLTS: ASTM F3125 (A325) OR ASTM A F1852 TWIST-OFF TYPE

• ANCHOR RODS: ASTM F1554 Gr. 36 (Fy = 36 KSI)

17. STEEL BOLTS SHALL BE PRETENSIONED UNLESS OTHERWISE NOTED

AS A SNUG-TIGHT CONNECTION ON THE DRAWINGS OR DETAILS. ONE

OF THE FOLLOWING METHODS SHALL BE USED TO ASSURE ADEQUATE

PRETENSIONING IS ACHIEVED:

• TURN-OF-NUT METHOD

• DIRECT TENSION INDICATOR WASHERS

• CALIBRATED WRENCH

• TWIST-OFF TYPE BOLT

EXISTING DRAWINGS:

1. INFORMATION SHOWN AS EXISTING WAS SUPPLIED BY THE OWNER.

THE DRAWINGS WERE PREPARED BY ABC STRUCTURAL ENGINEERS,

AND AESUS DESIGN GROUP ARCHITECTS, JOB NUMBER 531-24-105,

DATED OCTOBER 13, 2023.

CODE:

2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC)

1. STEEL BEAM PER PLAN.

2. (4) 3/4" DIA. BOLTS ON BEAM

GAGE. (STUDS WELDED TO

TOP FLANGE ON BEAM MAY

BE USED IN LIEU OF BOLTS).

3. 3/8" STEEL STIFFENER PLATE

EACH SIDE OF BEAM WEB.

4. CENTERLINE OF BEAM AT

STIFFENER PLATE.

5. WELD (3) SIDES - TYPICAL.

3/16

1. MECHANICAL UNIT AND

CONNECTION BY OTHERS.

2. STEEL BEAM PER PLANS.

1. STEEL BEAM PER PLAN.

2. 3/8" STEEL SHEAR PLATE - USE

9/16" STEEL SHEAR PLATE

WHERE "D" = 27" OR GREATER.

EDGE DISTANCES PER

TYPICAL BOLT SCHEDULE AND

LATEST EDITION OF AISC.

3. FOR SIZE, TYPE AND NUMBER

OF BOLTS. SEE TYPICAL BOLT

SCHEDULE.

4. "D" = LESSER OF BEAM

DEPTHS AS OCCURS.

5. WELD 3 SIDES TYPICAL - USE

SAME CONNECTION AT

STIFFENER PLATES WHEN

REQ'D.

6. AT ONE SIDED CONNECTIONS

INSTALL 3/8" STIFFENER PLATE

OPPOSITE SHEAR PLATE.

TYPICAL.

7. 1/2" MAXIMUM FROM EDGE OF

SHEAR PLATE IF SHEAR PLATE

EXTENDS BEYOND EDGE OF

BEAM FLANGE.

8. 1/2" MAXIMUM FROM EDGE OF

BEAM FLANGE IF FLANGE

EXTENDS BEYOND EDGE OF

SHEAR PLATE.

9. 5/16" WELD AT 3/8" PLATE

1/2" WELD AT 9/16" PLATE.

"D

"D

"D

3/16

NOTE 8

NOTE 7

1. THE TYPICAL STEEL BEAM TO

STEEL COLUMN OR STEEL

BEAM TO STEEL BEAM

CONNECTION CONSISTS OF

3/8" SINGLE SHEAR PLATES

WITH BOLTS PER SCHEDULE.

USE 9/16" SHEAR PLATES

WHERE "D" = 27" OR

GREATER.

2. FABRICATOR SHALL TAKE

NECESSARY PRECAUTIONS

AGAINST BOLT SHANK OUT.

FABRICATOR'S OPTION:

• PROVIDE THICKER

SHEAR PLATE.

• PROVIDE MULTIPLE

WASHERS AT EITHER

END OF BOLT (2

MAXIMUM PER END).

NOMINAL BEAM

DEPTH "D"

NUMBER OF 1" DIAMETER

BOLTS (ASTM F1852)

UP TO 7" 2

8" - 11" 2

12" - 14" 3

15" - 17" 4

18" - 20" 5

21" - 26" 6

27" - 29" 7

30" - 32" 8

33" - 35" 9

36" 10

1. PREMANUFACTURED CURB

AND ATTACHMENT BY

OTHERS.

2. WELD (3) SIDES - TYPICAL.

3. 3/8" STEEL STIFFENER PLATE

EACH SIDE OF BEAM WEB.

4. CENTERLINE OF BEAM AT

STIFFENER PLATE.

5. EXISTING STEEL BEAM.

3/16

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

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

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

P

\2

V A

M e d ic a l C e n te r

B o is e B ld g

H

V A

C U p g ra d e

A

E S

U S

R e v it

\2

V A

U p g ra d e H

V A

C B u ild in g

S tr u c t.

rv t

/2

/2

:5

:3

P

M

SE-101

GENERAL STRUCTURAL NOTES

500 W FORT ST, BOISE, ID 83702

531-24-105

FEB. 2, 2024 DG DB

UPGRADE HVAC BUILDING 85FINAL BID DOCUMENTS

USD #:23639

SHEET LIST

SHEET

NUMBER SHEET NAME

SE-101 GENERAL STRUCTURAL NOTES

SE-102 ROOF FRAMING PLAN

Revisions: Date:

NO SCALE SE-102A4

STEEL BEAM BEARING ON STEEL BEAM

5151-2S-08 415-15

NO SCALE SE-102B4

MECHANICAL UNIT AT STEEL BEAM

NO SCALE SE-102C4

TYPICAL WIDE FLANGE BEAM TO BEAM CONNECTION

5151-2T-08 412-07

NO SCALEC3

TYPICAL BOLT SCHEDULE FOR TYPICAL STEEL CONNECTIONS

5100-2T-02 401-04

NO SCALE SE-102B3

STEEL BEAM BEARING ON STEEL BEAM

5151-2S-06 415-15M

01/24/2024

Approved: Chief Facilities Management

Approved: Director

531-23-105

N

N

J

J

HGFE

(E) 13,000# (E) 13,000#

(E) 9,000#

6,500#

315315

(E) W14X22 (E) W14X22

(E

W X

W X

W X

W14X22

W14X22

(E

W X

(E

W X

(E

W X

(E

W X

(E

W X

(E

W X

(E

W X

(E

W X

(E

W X

(E) W14X22

(E) W14X22 (E) W14X22

(E

W X

(E

W X

(E) 12K

(E) 12K

(E) 2L3X3X3/16

(E) 2L3X3X3/16

(E) 12K

(E) W12X14

(E

K

(E

W X

(E

W X

(E

W X

(E

W X

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E) W16X26 (E) W12X14(E) W16X26(E) W21X50

(E) W24X62 (E) W16X26 (E) W16X26 (E) W16X26 (E) W14X22

(E

W X

(E

.5

V S

(E

W X

(E

W X

(E

W X

(E

.5

V S

(E

W X

(E

K

(E

K

(E

K

(E

K

(E

K

(E) W14X22 (E) W14X22 (E) W12X14 (E) W12X14 (E) W16X26

(E

W X

(E

K

(E

K

(E

K

(E) W14X22 (E) W14X22 (E) W16X31

(E

.5

V S

(E

W X

(E

.5

V S

(E

K

(E

K

(E

K

(E

K

(E

W X

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E) W12X14 (E) W12X14

(E) 12K

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

700# 700#

319319

B4

SE-101

A4

SE-101

C4

SE-101

A4

SE-101

B3

SE-101

ROOF FRAMING NOTES

A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS,

ELEVATIONS WHERE SHOWN ARE TO BE USED AS AN AID AND SHALL BE

COORDINATED WITH THE ARCHITECT OR GENERAL CONTRACTOR PRIOR

TO CONSTRUCTION.

B. FOR ADDITIONAL INFORMATION, REFERENCE GENERAL STRUCTURAL

NOTES.

C. ANY REFERENCE TO ELEVATIONS ARE BASED ON A PROJECT DATUM OF

0'-0" AT FINISH FLOOR OF 1ST FLOOR. FOR MORE INFORMATION SEE

ARCHITECTURAL DRAWINGS.

D. FOR CLARITY, ALL ROOF OPENINGS MAY NOT BE SHOWN ON FRAMING

PLAN. FOR EXACT SIZE, NUMBER AND LOCATION SEE ARCHITECTURAL,

MECHANICAL, AND PLUMBING DRAWINGS. FOR FRAMING AT OPENINGS,

SEE TYPICAL DETAILS.

E. VERIFY EXACT SIZE, WEIGHT AND LOCATION OF MECHANICAL UNITS,

EQUIPMENT AND SUPPORTS INDICATED ON PLAN WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING DRAWINGS.

F. FOR CLARITY, DETAILS MAY ONLY SHOW ONE SIDE OF CONNECTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

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

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

P

\2

V A

M e d ic a l C e n te r

B o is e B ld g

H

V A

C U p g ra d e

A

E S

U S

R e v it

\2

V A

U p g ra d e H

V A

C B u ild in g

S tr u c t.

rv t

/2

/2

:5

:3

P

M

SE-102

ROOF FRAMING PLAN

500 W FORT ST, BOISE, ID 83702

531-24-105

FEB. 2, 2024 USD USD

UPGRADE HVAC BUILDING 85FINAL BID DOCUMENTS

USD #:23639

Revisions: Date:

1/8" = 1'-0"1

ROOF FRAMING PLAN

KEYNOTES

302 APPROXIMATE LOCATION OF MECHANICAL UNIT. FOR FRAMING AT

MECHANICAL UNITS AND AROUND OPENINGS, REFER TO TYPICAL DETAILS.

REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT SIZE

AND LOCATION.

315 EXISTING REINFORCED CONCRETE ROOF BELOW.

316 EXISTING STEEL COLUMN.

317 PRE-ENGINEERED STRUCTURAL CURB ON TOP OF ROOF. THIS ITEM IS

DESIGNED BY OTHERS. CURB SHALL BE DESIGNED TO CLEAR SPAN FROM

EXISTING STEEL JOIST TO EXISTING STEEL JOIST.

318 EXISTING STEEL STRUCTURAL TO REMAIN. TYP.

319 EXISTING MECHANICAL UNIT TO REMAIN.

320 NEW MECHANICAL EQUIPMENT WITH NEW STEEL SUPPORTS TIED INTO

EXISTING FRAME

01/24/2024

Approved: Chief Facilities Management

Approved: Director

531-23-105

SYMBOL

ALL SYMBOLS SHOWN MAY NOT APPEAR IN ALL DRAWINGS. SYMBOLS ARE SHOWN SCHEMATIC AND MAY NOT BE TO SCALE.

MECHANICAL SYMBOLS LEGEND

DESCRIPTION

X-X, Xø

DIFFUSER TAG

(X-X = DIFFUSER TYPE, Xø = NECK SIZE, ### = CFM VALUE)

VAV BOX - HW

VAV BOX - EH

VAV UNIT - PARALLEL POWERED

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST GRILLE

SUPPLY SLOT DIFFUSER

RETURN SLOT GRILLE

SUPPLY, RETURN, OR EXHAUST SIDEWALL DIFFUSER/GRILLE

FLEXIBLE ROUND DUCT

FLEXIBLE RECTANGULAR DUCT

SUPPLY RECTANGULAR DUCT GOING DOWN

SUPPLY RECTANGULAR DUCT GOING DOWN

SUPPLY RECTANGULAR DUCT GOING DOWN

SUPPLY RECTANGULAR DUCT GOING UP

RETURN RECTANGULAR DUCT GOING UP

EXHAUST RECTANGULAR DUCT GOING UP

SUPPLY ROUND DUCT GOING DOWN

RETURN ROUND DUCT GOING DOWN

SUPPLY ROUND DUCT GOING DOWN

SUPPLY ROUND DUCT GOING UP

RETURN ROUND DUCT GOING UP

SUPPLY ROUND DUCT GOING UP

PIPE GOING DOWN

PIPE TEE GOING DOWN

PIPE GOING UP

PIPE TEE GOING UP

AIR VALVE FOR SUPPLY, RETURN, AND EXHAUST

M

SD

FSD

MANUAL DAMPER

SMOKE DAMPER

FD FIRE DAMPER

FIRE AND SMOKE DAMPER

MOTORIZED DAMPER

AM AIR FLOW MEASURING DAMPER

HUMIDIFIER GRIDH

REHEAT COIL

THERMOSTAT

HUMIDISTAT

CO2 SENSOR

PRESSURE MONITOR

PRESSURE SENSOR

T

H

CO2

BALANCING VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

GATE VALVE

GLOBE VALVE

Y-STRAINER WITH BLOWDOWN VALVE

STEAM TRAP - INVERTED VALVE

DUCT SMOKE DETECTOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861design group

MES GROUP, INC

550 North Reo Street Tampa, FL, 33609 813-289-4700 David Keith

Au to de sk

D oc s:

//A

ES

U

S Pr oj ec ts /V

A_ U pg ra de H

VA

C

B ui ld in g

_M ec h.

rv t 2/

1/

:5 7:

P

M

M-001

MECHANICAL LEGENDS AND

ABBREVIATIONS

500 W FORT ST, BOISE, ID 83702

531-23-105

85 & 85A

Feb. 2, 2024 AESUS AESUS

UPGRADE HVAC BUILDING 85FINAL - BID DOCUMENTS

GENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL COMPLY WITH ALL

APPLICABLE STATE AND LOCAL BUILDING CODES. REFER TO SPECIFICATIONS FOR

MATERIALS AND METHODS FOR MECHANICAL CONSTRUCTION.

CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR REQUIRED

FOR A COMPLETE WORKING AND COORDINATED SYSTEM.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WALLS WHICH EXTEND TO

STRUCTURE. EACH PIPE PENETRATION THROUGH THESE WALLS SHALL BE INSTALLED

AS DETAILED.

COORDINATE THE EXACT LOCATION OF MECHANICAL EQUIPMENT WITH THE

LOCATIONS OF LIGHT FIXTURES, PIPING, CONDUIT AND OTHER CONSTRUCTION, TO

ALLOW FOR PROPER ACCESS TO SERVICE EQUIPMENT.

COORDINATE THE LOCATION OF PIPING WITH OTHER TRADES AND PROVIDE OFFSETS

IN PIPING AS REQUIRED.

IT IS THE INTENT OF THESE DOCUMENTS TO ALLOW ALL CEILING CONSTRUCTION AND

HEIGHTS TO BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. COORDINATE THE

LOCATION OF PIPING AND PROVIDE OFFSETS IN PIPING AS REQUIRED TO MEET THIS

INTENT.

CONDUIT AND PIPING SHALL BE INDEPENDENTLY SUPPORTED, AND EACH SUPPORT

SHALL BE INDEPENDENT OF PARTITION AND CEILING SYSTEMS SUPPORTS.

INSTALL ALL FLOOR MOUNTED EQUIPMENT ON PADS AS SPECIFIED. PAD BY GENERAL

CONTRACTOR. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR.

PROTECT EQUIPMENT FROM DAMAGE DURING HANDLING AND INSTALLATION UNTIL

COMPLETION OF CONSTRUCTION.

REMOVE ALL EXCESS MATERIAL AND DEBRIS AND CLEAN ALL EQUIPMENT UPON

COMPLETION OF WORK. TOUCH UP WITH PAINT WHERE REQUIRED.

CONTRACTOR SHALL VISIT JOBSITE AND VERIFY SIZE AND LOCATION OF ALL EXISTING

ITEMS AND CONDITIONS.

ALL CONNECTIONS BETWEEN PIPES OF DISSIMILAR MATERIALS SHALL BE MADE WITH

DIELECTRIC UNIONS.

ALL EXISTING FACILITIES SHALL BE PROTECTED DURING THE CONSTRUCTION

ACTIVITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE

AND STORE ITEMS WHICH ARE SUBJECT TO DAMAGE.

COR SHALL HAVE FINAL APPROVAL OF ALL GRILLE, DIFFUSER, AND THERMOSTAT

LOCATIONS.

COORDINATE ALL WALL MOUNTED DEVICE LOCATIONS (T-STATS) WITH ARCHITECTURAL

INTERIOR ELEVATIONS.

ANY DEVIATIONS FROM SCHEDULED EQUIPMENT RESULTING IN ADDITIONAL COST DUE

TO THE LACK OF COORDINATION WITH DIMENSIONS AND WEIGHTS WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

WIRING: COMBUSTIBLE ELECTRICAL OR ELECTRONIC WIRING METHODS AND

MATERIALS, OPTICAL FIBER CABLE, AND OPTICAL FIBER RACEWAYS EXPOSED WITHIN A

PLENUM SHALL HAVE A PEAK OPTICAL DENSITY NOT GREATER THAN .50, AN AVERAGE

OPTICAL DENSITY NOT GREATER THAN 0.15 AND A FLAME SPREAD NOT GREATER THAN

5 FEET WHEN TESTED IN ACCORDANCE WITH NFPA 262. ONLY TYPE OFNP (PLENUM

RATED NON-CONDUCTIVE FIBER CABLE) SHALL BE INSTALLED IN PLENUM-RATED

RACEWAYS. WIRING, CABLE, AND RACEWAYS ADDRESSED IN THIS SECTION SHALL BE

LISTED AND LABELED AS PLENUM RATED AND SHALL BE INSTALLED IN ACCORDANCE

WITH ICC ELECTRICAL CODE.

ALL CHILLER OR CONDENSING UNIT COILS ARE TO BE COMPLETELY PROTECTED USING

AIR INTAKE FILTRATION SCREENS SPECIFICALLY DESIGNED FOR COTTONWOOD

FILTRATION. THE SCREENS SHALL BE EASILY REMOVABLE WITH QUARTER TURN

CONNECTIONS. THE SCREEN SHALL NOT VOID THE WARRANTY OF THE ORIGINAL

EQUIPMENT MANUFACTURER. THE SCREENS SHALL HAVE A STATIC PRESSURE DROP

LESS THAN 0.1 INCHES OF WATER GAGE, BE UV RESISTANT, FLAME RESISTANT, NON-

ELECTRO STATIC, AND MOLD AND MILDEW RESISTANT. THE FILTERS SHALL BE IN

ACCORDANCE WITH THE NATIONAL AIR FILTRATION ASSOCIATION FOR COTTONWOOD

FILTERS.

Revisions: Date:

NOTES:

1. PROVIDE CONDENSING COIL AIR INTAKES WITH REMOVABLE INTAKE FILTERS (APPROXIMATELY 1/4" WIRE MESH, COTTONWOOD SCREEN, QUARTER-TURN FASTENERS, PRESSURE DROP <0.1"WC, UV-RESISTANT, FLAME-RESISTANT, NON-ELECTROSTATIC, MOLD&MILDEW RESISTANT, AN IN ACCORDANCE WITH THE "NATIONAL AIR FILTRATION ASSOCIATION FOR COTTONWOOD FILTERS"). INSTALL REMOVABLE INTAKE FILTERS AT CONDENSER COILS OF ALL CHILLERS. BASIS OF DESIGN: AIR INTAKE FILTRATION OR APPROVED

EQUAL. THE SCREEN SHALL NOT VOID THE WARRANTY OF THE OEM CHILLER.

2. PROVIDE LOW AMBIENT KIT OPTION THAT ALLOW COOLING OPERATION AT AMBIENT TEMPERATURE OF 30 DEG F. PROVIDE EVAPORATOR HEATER TO PROTECT UNIT AT LOW AMBIENT.

3. PROVIDE BACNET COMPATIBLE CONTROLLER (IP & MSTP). PROVIDE HANDHELD CHILLER CONTROLS DIAGNOSTICS TOOL (EQUAL TO CARRIER NAVIGATOR, PROVIDE TOTAL OF ONE DEVICE).

4. SINGLE-POINT ELECTRICAL CONNECTION, HIGH SCCR (>= 65 kAIC). PROVIDE GFCI OUTLET.

5. COPPER COIL CONDENSER COIL. PROVIDE UNIT WITH HOT GAS BYPASS, VARIABLE CONDENSER FANS, BRAZED-PLATE HX.

6. PROVIDE CHILLER WITH HOT-GAS BYPASS OPTION (TURNDOWN TO 12% CAPACITY).

7. REFRIGERANT TO BE R32 (OR OTHERWISE NOT SUBJECT TO PHASE-OUT BY EPA).

8. CIRCULATION WATER IS 30% ETH GLYCOL, MINIMUM EVAPORATOR FLOW IS 136 GPM.

AIR COOLED CHILLER SCHEDULE

MARK LOCATION SERVES

NOMINAL ARI

CAPACITY (TONS)

MINIMUM PERFORMANCE

EFFICIENCY @

AHRI (KW-TON /

IPLV)

WEIGHT

(LBS)

ELECTRICAL BASIS OF DESIGN (OR EQUAL)

REMARKS

FLOW

(GPM)

EWT

(°F)

LWT

(°F)

MAX

WPD

(FT)

CONDENSER

AMBIENT OA

TEMP (°F) VOLT PHASE

CIRCUIT

MANUFACTURER MODELMCA MOCP

85-CH-5 B.85 ROOF B.85 102 208.8 54.0 °F 44.0 °F 20 120.0 °F 1.11 / 17.02 5400 460 3 189.3 225 Carrier 30RC 102T Small ALL NOTES, PROVIDE

VIBRATION ISOLATORS

OPTIONS: DFK = DOWNFLOW KIT, DSC = DISCONNECT, RMT = REMOTE THERMISTOR, FR2 = 2" EXTERNAL FILTER RACK, STS = UL508 CONDENSATE OVERFLOW SWITCH, CSP = INTEGRAL CONDENSATE PUMP, COO = COOLING ONLY--ADJUST

UNIT CONFIGURATION FOR COOLING-ONLY OPERATION.

SPECIFICATIONS: UNITS SHALL BE ARI LISTED, COMPY WITH FED SPEC A-A-50502, AND HAVE EPA ENERGY STAR LABEL. FURNISH UNIT WITH SINGLE-POINT POWER CONNECTION. COORDINATE THERMOSTAT/CONTROL OPTIONS WITH FLOOR...

VARIABLE REFRIGERANT INDOOR UNIT SCHEDULE

MARK LOCATION SERVES SIZE

AIR FLOW COOLING @ AHRI CONDITIONS

WEIGHT

(LBS)

ELECTRICAL BASIS OF DESIGN (OR EQUAL)

REMARKS

FAN AIR FLOW

(CFM)

MIN TOTAL

CAPACITY (BTUH)

MIN SENS

CAPACITY (BTUH)

EAT

VOLT PHASE

CIRCUIT

MANUFACTURER MODELDb (°F) Wb (°F) MCA MOCP 85-CAS-9 (215) B.85 LEVEL 2 RM 215 18 450 16402 11970 80.0 °F 67.0 °F 40 208 1 0.7 15 CARRIER MMU-UP0181MH-UL CSP, COO

85-CAS-10 (215A) B.85 LEVEL 2 RM 215A 30 730 27336 18770 80.0 °F 67.0 °F 55 208 1 1.09 15 CARRIER MMU-UP0301MH-UL CSP, COO 85-CAS-11 (215A) B.85 LEVEL 2 RM 215A 30 730 27336 18770 80.0 °F 67.0 °F 55 208 1 1.09 15 CARRIER MMU-UP0301MH-UL CSP, COO 85-CAS-12 (215A) B.85 LEVEL 2 RM 215A 30 730 27336 18770 80.0 °F 67.0 °F 55 208 1 1.09 15 CARRIER MMU-UP0301MH-UL CSP, COO 85-CAS-13 (215A) B.85 LEVEL 2 RM 215A 30 730 27336 18770 80.0 °F 67.0 °F 55 208 1 1.09 15 CARRIER MMU-UP0301MH-UL CSP, COO 85-CAS-14 (215J) B.85 LEVEL 2 RM 215J 15 390 14032 10421 80.0 °F 67.0 °F 40 208 1 0.6 15 CARRIER MMU-UP0151MH-UL CSP, COO 85-CAS-15 (215J) B.85 LEVEL 2 RM 215J 15 390 14032 10421 80.0 °F 67.0 °F 40 208 1 0.6 15 CARRIER MMU-UP0151MH-UL CSP, COO 85-CAS-16 (215T) B.85 LEVEL 2 RM 215T 15 390 14032 10241 80.0 °F 67.0 °F 40 208 1 0.6 15 CARRIER MMU-UP0151MH-UL CSP, COO 85-CAS-17 (215T) B.85 LEVEL 2 RM 215T 15 390 14032 10241 80.0 °F 67.0 °F 40 208 1 0.6 15 CARRIER MMU-UP0151MH-UL CSP, COO

NOTES:

1.PROVIDE BACNET INTERFACE MODULE, REFER TO CONTROL DIAGRAMS. INTERCONNECT CONENSING UNITS FOR JOINT OPERATION. PROVIDE OWNER WITH CARRIER SERVICE SOFTWARE TOOL (OR EQUAL FOR PURPOSE

OF ADJUSTING SET POINTS OF VRF UNITS).

SPECIFICATIONS: UNITS SHALL BE ARI LISTED, COMPY WITH FED SPEC A-A-50502, AND HAVE EPA ENERGY STAR LABEL. UNIT SHALL BE EQUIPED WITH MEANS OF DEFROST MANAGEMENT, CORROSION-RESISTANT CONDENSER COIL (6000HR SALT SPRAY), CASING RATED FOR 1000HR SALT SPRAY AND 500HR UV RESISTANCE PER ASTM D4587-11. FURNISH UNIT WITH SINGLE-POINT POWER CONNECTION. REFER TO CONTROL DIAGRAM...

VARIABLE REFRIGERANT CONDENSING UNIT SCHEDULE

MARK LOCATION SERVES SIZE

COOLING

REFRIGERANT

WEIGHT

(LBS)

ELECTRICAL BASIS OF DESIGN (OR EQUAL)

REMARKS

CAPACITY

(BTUH)

AMBIENT

(°F) PHASE VOLT

CIRCUIT

MANUFACTURER MODELMCA MOCP

85-VRF-4 B.85A ROOF LAB 120 120000 95.0 °F R410A 700 3 460 22 25 CARRIER MMY-AP192S6FT6P-UL NOTE 1 85-VRF-5 B.85A ROOF LAB 72 72000 95.0 °F R410A 600 3 460 11.8 15 CARRIER MMY-AP192S6FT6P-UL NOTE 1

Approved: Chief Facilities Management

Approved: Director

GENERAL NOTES

A. REFER TO ADDITIONAL GENERAL NOTES ON SHEET M-001.

ONJ

H

(E)36"x24"SA

(E)36"x24"RA

(E)36"x24"RA

(E)AHU-8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861design group

MES GROUP, INC

550 North Reo Street Tampa, FL, 33609 813-289-4700 David Keith

Au to de sk

D oc s:

//A

ES

U

S Pr oj ec ts /V

A_ U pg ra de H

VA

C

B ui ld in g

_M ec h.

rv t 2/

1/

:5 7:

P

M

MD-202

MECHANICAL ROOF DEMOLITION

PLAN

500 W FORT ST, BOISE, ID 83702

531-23-105

85 & 85A

Feb. 2, 2024 AESUS AESUS

UPGRADE HVAC BUILDING 85FINAL - BID DOCUMENTS

1/8" = 1'-0"1 MECHANICAL LEVEL 2 DEMOLITION PLAN

Revisions: Date:

LEGEND NOTES

1 DISCONNECT AND REMOVE DUCTWORK AS INDICATED AND PREPARE TO INSTALL NEW,

RELOCATED DUCT. COORDINATE PERIOD OF INTERRUPTION WITH OWNER.

2 PHASING NOTE: DO NOT DEMOLISH DUCT UNIT NEW VRF SYSTEM IS INSTALLED AND

OPERATIONAL. THE NEW VRF SYSTEM WILL PROVIDE TEMPORARY COOLING TO LAB WHILE

WORK IS PERFORMED ON (E)AHU-8.

Approved: Chief Facilities Management

AP

AP

AP

AP

APAP

AP

AP

AP

AP

AP

AP

AP

AP

AP

AP

AP

AP

AP

UP

DN

DN

UP

DN

DN

UP

OMNI

CELL

MEDICAL

VENDING

GENERAL NOTES

A.

B.

C.

REFER TO SHEET M-001 FOR ADDITIONAL GENERAL NOTES.

PROVIDE NEW WATER FILL AFTER NEW WORK IS COMPLETE. REPLENISH ETH GLYCOL

LEVELS TO 30% AND MINIMUM OF 20 PSI PRESSURE.

CONTRACTOR SHALL PROVIDE TO THE VA COR IN WRITING THE EXACT AMOUNT OF

REFRIGERANT QUANTITY THAT WAS REQUIRED TO FILL THE VRF SYSTEM.ONJ

H

85-CAS-15 (215J)

85-CAS-14 (215J)

85-CAS-16 (215T)

85-CAS-17 (215T)

85-CAS-10 (215A)

85-CAS-11 (215A)

85-CAS-12 (215A)

85-CAS-13 (215A)

85-CAS-9 (215) 1 (TYP 4)

3/4"CD

3/4"CD

3/4"CD

3/4"CD

MFS

MFS

(TYP 2)

1 (TYP 2)

85-VRF-4 85-VRF-5

3/4"CD

3/4"CD

3/4"CD

3/4"CD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861design group

MES GROUP, INC

550 North Reo Street Tampa, FL, 33609 813-289-4700 David Keith

Au to de sk

D oc s:

//A

ES

U

S Pr oj ec ts /V

A_ U pg ra de H

VA

C

B ui ld in g

_M ec h.

rv t 2/

1/

:5 7:

P

M

M-201

MECHANICAL LEVEL 2 PLAN

500 W FORT ST, BOISE, ID 83702

531-23-105

85 & 85A

Feb. 2, 2024 AESUS AESUS

UPGRADE HVAC BUILDING 85FINAL - BID DOCUMENTS

1/8" = 1'-0"1 MECHANICAL LEVEL 2 PLAN

Revisions: Date:

LEGEND NOTES

1 PROVIDE VRF INDOOR UNIT IN CEILING. ROUTE REFRIGERANT PIPING PER

MANUFACTURERS INSTRUCTIONS.

2 PROVIDE VRF MULTIPORT FLOW SELECTOR ABOVE CEILING.