ASI_1Drawings_ 6732115_Replace AHU ED203.pdf

PDF 4 MB Posted Mar 12, 2024

Attached to: Y1DA--FY24: NRM (PROJ: 673-21-151) BB Replace Air Handling Unit ED-203
Solicitation number: 36C24824R0011
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

About this file

Written by GovTribe AI · Mar 12, 2024

This document describes a federal contract solicitation for replacement of an air handling unit. The James A. Haley Veterans Hospital requires a contractor to completely prepare the site, demolish existing structures, and furnish all labor and materials to replace Air Handling Unit ED-203. The work must be performed according to the drawings and specifications in the acquisition package. Interested contractors must visit the site on November 15th and submit any questions by November 22nd. Responses are due under solicitation number 36C24824R0011. The magnitude of construction is between $1-2 million and the NAICS code is 238220. The wage determination is FL2015-4571 Revision 21. The requirement is set aside for Service-Disabled Veteran Owned Small Businesses. The Department of Veterans Affairs Veterans Health Administration is the contracting agency.

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Other files

File	Type	Posted
36C24824R0011 0007.docx	DOCX document	May 9, 2024
36C24824R0011 0006.docx	DOCX document	Mar 18, 2024
WD_FL20240208.pdf	PDF	Mar 12, 2024
ASI_1Stuctural Calcs_673-21-15_Replace AHU ED203.pdf	PDF	Mar 12, 2024
5 SOW 673-21-151revised.pdf	PDF	Mar 12, 2024
ASI_1AHU_Cutsheets_673-21-15_Replace AHU ED203.pdf	PDF	Mar 12, 2024
36C24824R0011 0005.docx	DOCX document	Mar 12, 2024
36C24824R0011 0004.docx	DOCX document	Jan 10, 2024
36C24824R0011 0003.docx	DOCX document	Dec 21, 2023
36C24824R0011 0002.docx	DOCX document	Dec 7, 2023
IMG_0774.jpg	JPG image	Dec 7, 2023
Roof Warranty.pdf	PDF	Dec 7, 2023
IMG_0776.jpg	JPG image	Dec 7, 2023
IMG_0775.jpg	JPG image	Dec 7, 2023
36C24824R0011 0001.docx	DOCX document	Nov 27, 2023
36C24824R0011 0001.docx	DOCX document	Nov 27, 2023
36C24824R0011_2.pdf	PDF	Nov 3, 2023
5 SOW Attachment - Project Design Narrative.pdf	PDF	Nov 3, 2023
5 SOW Attachment Asbestos Report - JAHVA ED-203.pdf	PDF	Nov 3, 2023
Attachment A - Itemized Schedule of Values Cost Breakdown (1).pdf	PDF	Nov 3, 2023
7a Electronic Drawings_673-21-151.pdf	PDF	Nov 3, 2023
WD_20154571_revision21.pdf	PDF	Nov 3, 2023
5 SOW 673-21-151_2.pdf	PDF	Nov 3, 2023
7 Electronic Specifications 673-21-151.pdf	PDF	Nov 3, 2023
attachment C-Pre-Award Contractor Safety and Environmental Record Form (EMR).pdf	PDF	Nov 3, 2023
VA NOTICE OF LIMITATIONS ON SUBCONTRACTING.pdf	PDF	Nov 3, 2023
Attachment B - Experience Information Sheet.pdf	PDF	Nov 3, 2023

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ELEVATORNO.

0.1 0.2 0.3 0.4 0.5 0.7

E.3

D.1

B.6

EXISTING

STAIRS

EXISTING BUILDINGEXISTING ROOF

AREA OF WORK

EXISTING ROOF

PARAPET

EXISTING ROOF

PARAPET

EXISTING ROOF BELOW

EXISTING EQUIPMENT

ROOF ACCESS

A. ANY CHANGES MUST BE APPROVED BY COR 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.

GENERAL NOTES

A. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH COR.

B. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL,

PLUMBING ELECTRICAL, AND FIRE PROTECTION.

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

A. THE CONTRACTOR SHALL USE THE FOLLOWING AS A GUIDE FOR ALL

ICRA BARRIERS. TEMPORARY INFECTION CONTROL BARRIERS

SHALL BE CONSTRUCTED AS FOLLOWS DEPENDING UPON LENGTH

OF NEED:

A. 1 DAY MAXIMUM - PLASTIC

B. 1 WEEK MAXIMUM - FLAME-RETARDANT PLASTIC

C. GREATER THAN 1 WEEK - SEE NOTE B AND C.

B. TEMPORARY CONSTRUCTION BARRIERS SHALL BE 3 5/8" METAL

STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. EACH SIDE. BARRIERS

ARE TO EXTEND TO THE BOTTOM OF EXISTING CEILINGS. PROVIDE

NON-DAMAGING SEAL AT INTERSECTION WITH CEILING. PROVIDE

PLASTIC SHEET BARRIER SEAL BETWEEN TOP OF WALL AND

STRUCTURE ABOVE. TAPE ALL SEAMS AND PENETRATION

OPENINGS TO PREVENT CONTAMINATION FROM PASSING OVER THE

TOP OR UNDERNEATH THE WALL FROM CONSTRUCTION AREAS.

C. TEMPORARY CONSTRUCTION BARRIERS AT ANTE ROOMSHALL BE 3

5/8" METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. EACH

SIDE. BARRIERS ARE TO EXTEND TO THE BOTTOM OF EXISTING

ROOF DECK. TAPE ALL SEAMS AND PENETRATION OPENINGS TO

PREVENT CONTAMINATION FROM PASSING OVER THE TOP OR

UNDERNEATH THE WALL FROM CONSTRUCTION AREAS TO ACHIEVE

1 HR FIRE/SMOKE RATING.

D. TEMPORARY CONSTRUCTION BARRIERS SHALL BE EITHER TYPE I

OR TYPE II. TYPE I BARRIERS SHALL BE ANCHORED TO THE

FLOORING SURFACE (WHICH IS INTENDED TO BE REPLACED) WITH

POWER ACTUATED FASTENERS. TYPE II BARRIERS SHALL BE

ANCHORED TO THE FLOORING SURFACE (WHICH IS INTENDED TO

REMAIN) BY TAPING BOTTOM STUD TRACK TO FLOOR SURFACE OR

BY OTHER METHODS WHICH WILL NOT HARM FLOOR SURFACE.

E. TEMPORARY PARTITIONS SHALL NOT CONSTRICT WALKWAYS TO

LESS THAN 42" CLEAR. ANY EXITS CHANGED OR BLOCKED SIGNAGE

NEEDS TO BE POSTED FOR THE MODIFICATIONS.

F. PROVIDE TEMPORARY RATED DOOR AND FRAME IN CONSTRUCTION

BARRIER AT ENTRY POINTS TO THE CONSTRUCTION AREAS.

DOORS ARE TO REMAIN LOCKED AT ALL TIMES. CONSTRUCTION

CORES WILL BE PROVIDED BY THE VA.

G. CONTRACTOR TO INSTALL TEMPORARY UPRIGHT SPRINKLERS IN

THE WORK AREA TO MAINTAIN SPRINKLER PROTECTION.

TEMPORARY CONSTRUCTION

FLOOR PLAN LEGEND

INCLUDED IN SCOPE OF WORK

1 HR BARRIER

2 HR BARRIER

1 HR FIRE/SMOKE BARRIER

2 HR FIRE/SMOKE BARRIER

SMOKE BARRIER

GENERAL HVAC PHASING:

PRIOR TO REMOVING THE EXISTING AND/OR ORDERING

THE NEW AHU, THE CONTRACTOR SHALL TAKE THE

FOLLOWING STEPS TO ENSURE SHUT DOWN TIMES ARE

KEEP TO A MINIMUM.

CONDUCT A PRE-CON MEETING TO ENSURE THE

APPROPRIATE COORDINATION IS COMPLETE TO

SUCCESSFULLY REMOVE AND REPLACE THE EXISTING

AHU IN 5 DAYS OR LESS.

THE CONTRACTOR SHALL WALK THE SITE WITH VA

CONTRACTING & FACILITIES PERSONNEL AND ALL

ASSOCIATED SUBCONTRACTORS TO REVIEW THE

DESIGN INTENT.

THE CONTRACTOR SHALL PROVIDE A WORK/PHASING

PLAN TO IDENTIFY WHAT STEPS ARE NECESSARY TO

MINIMIZE THE SHUT DOWN TIME. NOTE: THE

CONTRACTOR WILL BE ALLOTTED 5 DAYS TO REMOVE

AND REINSTALL THE AHU. PROVIDE TEMPORARY

HEATING AND COOLING FOR THE EMERGENCY

DEPARTMENT PHARMACY AREA DURING CONSTRUCTION.

THE CONTRACTOR SHALL PRODUCE COORDINATION

DRAWING TO IDENTIFY THE INSTIUATION AND

PLACEMENT OF THE NEW EQUIPMENT AND ALL

ASSOCIATED UTILITY ROUTES. THIS SHALL INCLUDE BLJT

NOT BE LIMITED TO MECHANICAL, PLUMBING,

ELECTRICAL, CONTROLS, AND ASSOCIATED

ARCHITECTURAL AND STRUCTURAL COMPONENTS.

A "FINAL" PRE-CON MEETING SHALL BE CONDUCTED TO

ENSURE ALL TRADES ARE COORDINATED AND THE

PLANNED AHU REMOVAL AND INSTAUATION FITS WITHIN

THE PARAMETERS AS DESCRIBED ABOVE.

PHASE 1:

1. CONTRACTOR SHALL PROVIDE AN INVESTIGATIVE SITE VISIT TO DETERMINE THE EXTENT OF:

A. DEMOLITION OF THE SUPPLY AND RETURN AIR DUCTWORK LOCATED IN THE CORRIDOR OF

THE EMERGENCY DEPARTMENT LOCATED ON THE 1ST FLOOR (REFER TO SHEET MD101).

B. DEMOLITION OF THE CHILLED/HEATING HOT WATER SYSTEMS LOCATED ON THE GROUND

FLOOR. (REFER TO SHEET MD100)

2. PRIOR TO DEMOLITION OF THE DUCTWORK AND PUMPS THE CONTRACTOR SHALL:

A. MANUFACTURER THE NEW DUCTWORK. THIS WILL MINIMIZE THE DOWNTIME OF THE

EMERGENCY DEPARTMENT DURING INSTALLATION.

B. PROVIDE A PLAN TO COOL THE EXISTING SPACE UTILIZING TEMPORARY HVAC DURING THE

DEMOLITION AND INSTALLATION OF THE NEW DUCTWORK. THE CONTRACTOR WILL

BERESPONSIBLE TO PROVIDE A MEANS AND METHODS TO THIS PORTION OF THE PHASING

AND THIS SHALL BE INCLUDED IN THE INITIAL BID. THIS PLAN SHALL BE REVIEWED AND

APPROVED BY THE AE.

C. PROVIDE TEMPORARY HVAC UNITS IN APPROVED LOCATIONS. TEMPORARY HVAC SHALL BE

ON STAND-BY AND READY TO BE ACTIVATED AS SOON AS THE DEMOLITION OF THE

DUCTWORK IS STARTED.

D. MANUFACTURE ALL PIPE FITTING NECESSARY TO SEAMLESSLY INSTALL THE NEW

CHILLED/HEATING WATER PUMPS.

3. CONTRACTOR SHALL START-UP TEMPORARY HVAC UNITS AND VERIFY THEY ARE OPERATIONAL.

4. THE CONTRACTOR SHALL DEMOLISH:

A. EXISTING DUCTWORK AND ALL ASSOCIATED SUPPORTS.

B. CHILLED/HEATING WATER PUMPS AND ASSOCIATED PIPING AND SUPPORT.

5. THE CONTRACTOR SHALL INSTALL:

A. NEW PREFABRICATED SUPPLY AND RETURN DUCTWORK.

B. NEW CHILLED/HEATING WATER PUMPS AND ASSOCIATED PIPES.

6. THE CONTRACTOR SHALL TEST ALL NEW CONSTRUCTION AS SPECIFIED.

7. THE TEMPORARY HVAC UNITS SHALL BE LEFT IN PLACE FOR FUTURE USE.

PHASE 2:

1. SIMULTANEOUSLY:

A. DEMOLISH AHU ED-203

1. SHUT DOWN AND DISCONNECT EXISTING UTILITIES FROM AHU.

2. REMOVE EXISTING LIGHTING PROTECTION AND RETAIN FOR RE-USE.

3. REMOVE EXISTING AHU AND ASSOCIATED DUCTWORK. MECHANICAL AND

ELECTRICAL EQUIPMENT SHALL BE STRATEGICALLY DISCONNECTED AND

RECONNECTED TO ALLOW FOR NORMAL OPERATION TO OCCUR.

TEMPORARY UNITS MAY BE NECESSARY TO MINIMIZE SHUT DOWNS.

4. THE CONTRACTOR SHALL VERIFY ALL ABANDON AND NEW PENETRATIONS

UNDER THE AHU ARE SEALED WITH THE APPROPRIATE RATING AND ARE

WATER TIGHT.

5. REMOVE THE EXISTING AHU CONCRETE PAD, ROOF CURB, AND ASSOCIATED

ROOFING AS REQUIRED FOR THE NEW AHU. THE BASIS OF DESIGN IS TO

BUILD A NEWA STEEL STRUCTURE TO SUPPORT THE NEW AHU

CONFIGURATION. NOTE, THE CONTRACTOR WILL BE REQUIRED TO UTILIZE

THE MECHANICAL SCHEDULES AND SPECIFICATIONS FOR THE NEW AHU

CONFIGURATION. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

2. ACTIVATE TEMPORARY HVAC UNITS

3. WITHIN 5-DAYS OF DEMOLISHING THE EXISTING AHU, THE CONTRACTOR SHALL HAVE THE NEW

AHU INSTALLED AND ALL CONNECTIONS COMPLETED. THESE INCLUDE

A. INSTALL NEW FLASHING FOR THE EXISTING DECK PENETRATIONS. VERIFY EXACT SIZE

AND DIMENSIONS WITH UNIT MANUFACTURES PRIOR TO ORDERING AND/OR

INSTALLATION. PATCH AND REPAIR EXISTING ROOFING AS REQUIRED TO MAINTAIN A

WARRANTABLE ROOF. THE CONTRACTOR SHALL VERIFY ANY EXISTING ROOF

WARRANTIES PRIOR TO ANY ROOF TOP WORK TO MAKE SURE HE/SHE WILL NOT BE

VOIDING ANY WARRANTIES IN PLAY.

B. INSTALL NEW AHU AND ASSOCIATED DUCTWORK. THIS SHALL INCLUDE BUT NOT BE

LIMITED TO INCREASING THE SIZE OF THE SUPPLY AND RETURN DUCTS BELOW THE

SLAB. SEE PLANS FOR ADDITIONAL INFO.

C. CONNECT ALL UTILITIES TO THE NEW AHU EQUIPMENT.

D. COORDINATE AND ADJUST THE SEQUENCE OF OPERATIONS AND CONTROLS.

4. AFTER ALL PREVIOUS WORK HAS BEEN TESTED AND APPROVED, THE CONTRACTOR SHALL

PROCEED WITH CONNECTING THE CONTROLS FOR THE NEW AHU.

5. CONTRACTOR SHALL REMOVE ALL TEMPORARY HVAC UNITS.

THE CONTRACTOR SHALL. REVIEW AND EXPAND THE ABOVE LIST AS HE/SHE FEELS FIT AS THE

0.1 0.2 0.3 0.4 0.5 0.7

E.3

D.1

B.6

TEMPORARY WALL

LOCATION, SEE

TEMPORARY

CONSTRUCTION

NOTES, THIS SHEET.

REMOVE AND REPLACE

EXISTING DOOR WITH 4' X 7'

DOOR AND FRAME GC TO

REPLACE AUTO OPENER AND

ACCESS CONTROL AS REQ'D.

EXISTING DOOR TO

REMAIN CLOSED AND

SEALED FOR THE

DURATION OF PHASE 1.

TEMPORARY ANTE-ROOM FOR

CONTRACTOR ACCESS. SEE

TEMPORARY CONSTRUCTION

NOTE C, THIS SHEET.

EXISTING DOOR TO

REMAIN CLOSED AND

SEALED FOR THE

DURATION OF PHASE 1.

AREA OF WORK

TEMPORARY

EGRESS/ACCESS

DURING CONSTRUCTION

REMOVE EXISTING

WALL FRAMING AND

HEADER AS REQ'D

FOR NEW DOOR AND

FRAME.

ASI#1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD 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

KEY PLAN NTS NORTH

BLDG 1

C A

E S

U S

\O n e D ri v e

A e s u s D e s ig n G ro u p L

L C

\D o c u m e n ts

-2

-1

R e p la c e

A ir H a n d lin g U n it

E D

R C

E W jd o rn a n D

S R

W .r v t

AS100

PHASING PLAN

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

1/8" = 1'-0"2 PHASE 2 - ROOF PLAN

1/8" = 1'-0"1 PHASE 1 - FLOOR PLAN

Revisions: Date:

ASI#1 REVISED AHU DIMENSIONS 02/21/24

STAMPSTAMP

NDO

ER I K GONZALES

PRO F E S S I O E NG

I N

0.4 0.5 0.7

E.3

D.1

B.6

EXISTING

STAIRS

+/-40' - 0"

AE500

4' - 0" 3' - 6"

8' - 4" 22' - 8"

LANDING

AE500

NOTE: ALL AHU CURB

DIMENSIONS TO BE VERIFIED

WITH SHOP DRAWINGS.

37' - 8" 1' - 2"

ASI#1

FLOOR PLAN GENERAL NOTES

1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.

LARGER SCALE DRAWING SHALL HAVE PRECEDENCE OVER

SMALLER SCALE DRAWINGS. THE GC SHALL NOTIFY THE VA OF ANY

DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT PORTION

OF THE WORK.

2. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND MATERIAL

TRAFFIC AND STORAGE WITH COR.

3. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL, PLUMBING,

ELECTRICAL, AND FIRE PROTECTION.

4. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION PHASING

SHALL BE APPROVED BY COR.

5. REFER AND ADHERE TO THE INFECTION PREVENTION MEASURE

REQUIREMENTS IN SPECIFICATION SECTION 01 35 26 17

TEMPORARY ICRA BARRIER SHALL BE PROVIDED AT ALL

PATIENT RELATED AREAS AND COMPLETED PRIOR TO THE START OF ANY

WORK.

6. ASBESTOS REMEDIATION IS PART OF THE SCOPE. ALL AREAS OF WORK SHALL

BE CLEARED PRIOR TO THE START OF CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING, STORING AND RELOCATING ALL

EQUIPMENT & FURNITURE TO BE SALVAGED. ALL EXISTING CEILING MOUNTED

8. PRIOR TO THE START OF ANY WORK. THE CONTRATOR IS REQUIRED TO

VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE

EXTENT AND NATURE OF WORK TO BE PERFORMED. EXISTING CONDITIONS

MAY SLIGHTLY VARY FROM THOSE SHOWN ON THE DRAWINGS. THE

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, DIMENSIONS AND

MATERIALS IN THE FIELD AND GENERATE A LIST OF DISCREPANCIES IN WRITING

AND REPORT TO THE COR. REFER TO SPECIFICATIONS FOR FURTHER

INFORMATION.

9. THE CONTRACTOR SHALL VERIFY ALL ITEMS AND/OR MATERIALS AND/OR

EQUIPMENT TO BE SALVAGED, PRIOR TO THE START OF DEMOLITION WORK.

10. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS.

11. BEFORE DEMOLITION, CONTRACTOR TO VERIFY WITH THE COR THE

SIGNAGE TO BE SALVAGED AND STORED FOR FUTURE USE. EXISTING AND

NEW SIGNAGE TO MATCH EXISTING WHN ADJACENT TO EXISTING

SIGNAGE. ALL OTHER NEW SIGNAGE TO MATCH FACILITY STANDARDS.

12. 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. SEE ILSM REQUIREMENTS ON AD-101.

13. THE CONTRACTOR SHALL PATCH AND REPAIR ALL FIREPROOFING DAMAGED

DURING CONSTRUCTION. MATCH EXISTING 1 HR FIRE RATING PER TYPE II

CONSTRUCTION. ALL NEW FIREPROOFING TO MEET CURRENT CODES.

14. ALL EXISTING PENETRATIONS, WITHIN LIMIT OF WORK AND NEW

CONSTRUCTION, ARE TO BE SEALED TO MATCH EXISTING CONSTRUCTION

AND RATING.

15. PROTECT ALL EXISITNG CONDITIONS & EQUIPMENT DURING

CONSTRUCTION.

16. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK WITH COR

AND EXISTING WARRANTY INFORMATION. INDEPENDENT INSPECTOR TO VERIFY

ROOF TOP WORK.

17. PRIOR TO SAW CUTTING AND/OR CORE DRILLING CONCRETE, THE

CONTRACTOR SHALL X-RAY USING "A MODERN DETECTION SYSTEMS" TO

LOCATE REINFORCING AND OBSTRUCTIONS IN THE CONCRETE.

18. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY OPENINGS AND

RESPONSIBLE FOR ANY DAMAGE THAT MAY RESULT FROM SUCH OPENINGS

BEING LEFT UNPROTECTED OR THOSE THAT HAVE OCCURED AS A RESULT OF

PROTECTING THE OPENINGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD 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

KEY PLAN NTS NORTH

BLDG 1

C A

E S

U S

\O n e D ri v e

A e s u s D e s ig n G ro u p L

L C

\D o c u m e n ts

-2

-1

R e p la c e

A ir H a n d lin g U n it

E D

R C

E W jd o rn a n D

S R

W .r v t

A301

ROOF PLAN

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

FLOOR PLAN KEYNOTES

1 EXTENT OF ROOF REMOVAL AND REPAIR, TYPICAL.

2 NEW EXTERIOR AHU MOUNTED ON A PREBABRICATED STRUCTURAL CURB. VERIFY

EXACT SIZE AND CONFIGURATION WITH SHOP DRAWING SUBMITTAL(S). THE GC

SHALL VERIFY EXISTING AND NEW ROOF PENETRATIONS ARE SEALED, PERFORM A

LEAK TEST TO VERIFY. SEE MECHANICAL FOR ADDITIONAL INFO.

3 PREFABRICATED STRUCTURAL CURB FOR AHU, SEE MECHANICAL AND

STRUCTURAL FOR ADDITIONAL INFO. THE GC SHALL VERIFY THE ACTUAL AHU

EQUIPMENT SIZE PRIOR TO ORDERING THE CURB. PROVIDE COORDINATION

DRAWINGS FOR REVIEW.

4 EXISTING ROOF TO REMAIN, TYPICAL. PATCH AND REPAIR ROOF AS A RESULT OF

CONSTRUCTION ACTIVITY.

5 PREFABRICATED STAIR, LANDING, AND GUARDRAILS ATTACHED TO THE

STRUCTURAL CURB.

6 EXISTING WALK PADS, TYPICAL.

7 EXISTING ROOF PENETRATION, SEE MECHANICAL FOR ADDTIONAL INFO, TYPICAL.

8 NEW WALK PADS, TYPICAL.

9 PROVIDE A MIN. 10" CONTINUOUS HIGH DENSITY RIGID INSULATION. TAPE AND

SEAL ALL SEAMS, TYPICAL.

3/16" = 1'-0"1 ROOF NEW WORK

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

FLOOR PLAN SYMBOLS

PROPOSED

EQUIPMENT

Revisions: Date:

ASI#1 REVISED AHU DIMENSIONS 02/21/24

STAMPSTAMP

NDO

ER I K GONZALES

PRO F E S S I O E NG

I N

TOILET/SHOWER

RN MGR

ON CALL

BEREAV/COUNSEL

CONF/TRAINING

TLT TLT

ENTRY

WAITING

PRE-TRIAGE

TRIAGE 1 TRIAGE 2 TRIAGE 3

STAFF LOCKER/BREAK

EKG

HAC

MON EXAM 1

CL LINEN

WHEELCHAIR STOR.

CLEAN UTIL/EQUIP

SECURE EXAM

UNIT CLERK

PACS/CONSULT

MEDS

NURSE STATION

VESTIBULE

MON EXAM 2

SOIL UTILITY

PAT TLT./

SHOWER

MON EXAM 13

MON EXAM 12

MON EXAM 11

MON EXAM 10

MON EXAM 9

PROCEDURE/CAST

CL LINEN

MON EXAM 6

MON EXAM 5 MON EXAM 4

RADIOGRAPHY

MON EXAM 3

MON EXAM 14

(ISOLATION)

MON EXAM 15

(ISOLATION)

MON EXAM 14

(ISOLATION)

MON EXAM 15

(ISOLATION)

1E-110A

1E-109

1E-110

1E-115

1E-108

1E-106 1E-107 V1-04-1

1E-101

1E-102 1E-103 1E-104 1E-105

1E-113

1E-116

1E-118

1E-119

1A-222

1A-202

1E-138

1E-143

1E-145

1E-148

1E-147

1E-146

V1-05-1

1E-120

1E-136

1E-134

1E-140

1E-139

1E-137

1E-135

1E-133

1E-132

1E-130

1E-128 1E-127 1E-126

1E-125

1E-124

1E-141 1E-142

1E-131 1E-129

RCP GENERAL NOTES

1. 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.

2. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR MOUNTING

LOCATIONS OF ITEMS WHERE NO CEILING IS REQUIRED OR INDICATED

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

AND MISCELLANEOUS DEVICES SHALL BE CENTERED IN THE CEILING TILE IN

WHICH THEY OCCUR, UNLESS NOTED OTHERWISE

4. ALL CORRIDOR SPRINKLER HEADS SHALL BE ALIGNED IN THE SAME

LOCATION PARALLEL TO THE WALL WITHIN EACH SPECIFIC CEILING

CONSTRUCTION. ARCHITECTURALLY SIGNIFICANT SPRINKLER HEAD

LOCATIONS MAY BE SHOWN ON REFLECTED CEILING PLAN FOR DESIGN

INTENT ONLY.

5. ACCESS DOOR LOCATIONS ARE INDICATED ON RCP'S ONLY WHERE

ARCHITECTURALLY SIGNIFICANT. REFERENCE SPECIFICATIONS AND MEP

DRAWINGS FOR OTHER ACCESS DOOR LOCATIONS. ACCESS PANELS ARE

REQUIRED IN GYP BD CEILINGS ADJACENT TO BUT NOT LIMITED TO VAV

BOXES AND CEILING MOUNTED BOOMS.

6. EXIT SIGNS ARE SHOWN ON REFLECTED CEILING PLAN ONLY WHERE

LOCATION IS ARCHITECTURAL SIGNIFICANT. CONTRACTOR TO VERIFY IN

FIELD THAT ALL EXIT SIGNS ARE VISIBLE AND NOTIFY COR IF ADDITIONAL

EXIT SIGNS NOT SHOWN ON PLAN ARE NEEDED.

7. THE GC SHALL REMOVE AND REINSTALL THE EXISTING CEILING AND

COMPONENTS TO IT'S ORIGINAL CONDITION AND LOCATION. ANY ITEMS LOST

AND/OR BROKEN DURING CONSTRUCTION WILL BE THE GC RESPONSIBILITY

TO REPLACE OR FIX. IT IS RECOMMENDED THAT THE GC VISIT THE SITE

PRIOR TO CONSTRUCTION TO SURVEY THE EXISTING CONDITIONS AND

IDENTIFY ANY DELINQUENT ITEMS.

0.1 0.3 0.4 0.5 0.7

E.3

D.1

B.6

LIMITS OF WORK

CEILING SYMBOLS

SUPPLY AIR

FLUORESCENT LIGHT

2X4 ACOUSTIC CEILING

TILE

SPRINKLER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD 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

KEY PLAN NTS NORTH

BLDG 1

C A

E S

U S

\O n e D ri v e

A e s u s D e s ig n G ro u p L

L C

\D o c u m e n ts

-2

-1

R e p la c e

A ir H a n d lin g U n it

E D

R C

E W jd o rn a n D

S R

W .r v t

AE302

REFLECTED CEILING PLAN - LEVEL 01

JAMES A. HALEY VA HOSPITAL

673-21-151

BLDG #1

APRIL 17, 2023 AESUS AESUS

REPLACE AIR HANDLING UNIT

ED-203

100% Construction Documents

RCP KEYNOTES

1 REMOVE AND REINSTALL THE EXISTING CEILING AND ASSOCIATED COMPONENTS

AS REQUIRED FOR THE HVAC UPGRADES.

2 REMOVED AND REINSTALL THE EXISTING MECHANICAL DIFFUSER, TYPICAL AS

REQUIRED FOR THE HVAC UPGRADES.

3 REMOVED AND REINSTALL THE EXISTING LIGHTS, TYPICAL AS REQUIRED FOR THE

HVAC UPGRADES.

4 EXISTING SPRINKLER HEADS, GC TO PROVIDE TEMPORARY UPRIGHT SPRINKLER

HEADS DURING CONSTRUCTION AS REQ'D FOR CEILING REMOVAL AND REINSTALL

NEW SPRINKLER HEADS AT THE TIME OF CEILING REINSTALLATION. GC TO

PROVIDE NEW SPRINKLER HEADS WITH THE SAME PERFORMANCE ATTRIBUTES,

MATCH THE EXISTING APPEARANCE.

3/16" = 1'-0"1 _LEVEL 01 RCP OVERALL NEW

Revisions: Date:

ASI#1 REVISED AHU DIMENSIONS 02/21/24

ASI#1

STAMPSTAMP

NDO

ER I K GONZALES

PRO F E S S I O E NG

I N

General Notes:

1. BASE REFERENCE ELEVATION FROM FINISHED FIRST FLOOR

EL. 100.00' = (+/- 0'-0").

2. SEE SHEET S100 AND S101 FOR GENERAL STRUCTURAL NOTES AND SPECIAL

INSPECTION REQUIREMENTS.

3. SEE ARCHITECTURAL PLANS FOR LAYOUT AND DIMENSIONS NOT

SHOWN ON THIS PLAN. WHERE DISCREPANCIES OCCUR, VERIFY WITH

ARCHITECT THE CORRECT DIMENSION.

4. SEE ARCHITECTURAL SHEETS FOR DEMOLITION PLANS

5. SEE SHEET S500 FOR TYPICAL DETAILS & SECTIONS.

B.6 B.6

D.1 D.1

0.5

0.7

0.3

(E )W

(E) W18X35(E) W21X44(E) W18X40

W24X55(E) W21X44(E) W18X35 (E) W16X31

(E )W

0 (E )W

(E )W

14' - 0"

T.O. STL.

27' - 4" 29' - 0"

1' - 10" = 13' - 6"

(3) SPACES @ 4'-6"

= 12' - 0"

(2) SPACES @ 6'-0" (4) SPACES @ 6'-0" = 24' - 0" 5' - 0"

2' - 6"

(6) SPACES @ 4'-0" = 24' - 0"

2' - 6"

1' - 0"

D S100

C S100

D S100

A S100

C S100

SIM

TYP

MECHANICAL EQUIPMENT WEIGHTS

VERIFY ALL WEIGHTS AND LOCATIONS OF MECHANICAL

EQUIPMENT WITH MECHANICAL ENGINEER AND ARCHITECT

MARK EQUIPMENT WEIGHT REMARKS

A 24,000 LBS MAXIMUM ALLOWABLE WITH CURB

SECTION

3/8" SHEAR PLATE -

5/8" SHEAR PLATE WHERE

"D" = 27" OR GREATER

BEAM DEPTH (LESSER OF 2

BEAM DEPTHS WHERE APPLICABLE)

FOR SIZE, TYPE AND NUMBER OF

BOLTS, SEE TYPICAL BOLT SCHEDULE

AT ONE SIDED CONNECTIONS,

SUPPLY 3/8" STIFFENER PLATE

OPPOSITE SHEAR PLATE

(TYPICAL).

STEEL BEAM PER PLAN

TYP

2" MAX

TYP

3 1/2" MIN

1/2" MAX

"K "D

3/16"

TYP.

3/16"

3 SIDES - TYP.

NOMINAL BEAM

DEPTH "D"

IN INCHES

NUMBER OF

BOLTS IN A ROW

UP TO 7 1

8 - 11 2

12 - 14 3

15 - 17 4

18 - 20 5

3/4"Ø A35N BOLTS U.N.O.

FABRICATOR SHALL TAKE

NECESSARY PRECAUTIONS

AGAINST BOLT SHANK OUT

FABRICATOR'S OPTION:

A. PROVIDE THICKER

SHEAR PLATE

B. PROVIDE MULTIPLE

WASHERS AT EITHER END

OF BOLT (2 MAXIMUM PER

END)

2 "

MINIMUM

21 - 23

24 - 29

30 - 32

33 - 35

STEEL BEAM

3/8" STEEL SHEAR PLATE

(2) 3/4" DIA. BOLTS

EXISTING STEEL BEAM

EXISTING STEEL DECK

STEEL DECK

3/16"

EXISTING STEEL DECK

STEEL DECK

3/16"

STEEL ANGLE DECK

SUPPORT

PROVIDE 16GA STEEL PLATE WITH

WIDTH ADEQUATE TO SUPPORT 1"

MINIMUM BEARING OF EXISTING

STEEL DECK BOTTOM FLUTE. PLUG

WELD TO ANGLE AT 16"O.C.

SECTIONX

STEEL DECKEXISTING STEEL DECK

FRAMING SPACING PER PLAN

SECTIONX

3/16

TYP

3/16

TYP

CENTERLINE OF

FRAMING MEMBER

CENTERLINE OF

FRAMING MEMBER

L4X3X1/4 (LLV)

L4 X3

X1 /4

L4 X3

X1 /4

) COPE VERTICAL LEG

OF ANGLE - TYPICAL

AT FRAMING

MEMBER

EDGE OF FRAMING

MEMBER

1/4"±

3/16 2

TYP 4'

-0 "M

TYPICAL ROOF OPENING FRAME

AT WALL

L4X3X1/4 (LLV)

4' -0

TYPICAL ROOF OPENING FRAME

AT FRAMING MEMBERS

WALL

STEEL LEDGER

1/4"±

COPE VERTICAL LEG

OF ANGLE - TYPICAL

AT LEDGER

3/16 2

TYP

ALTERNATE

TYPICAL

WELD NOTES:

A. PUDDLE WELD OR FASTENER PER

GENERAL STRUCTURAL NOTES

MINIMUM 1/8"

THICK HSS X

LENGTH OF

OPENING -

DEPTH TO

MATCH DECK

DEPTH

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup Architecture, Engineering, and Sustainable DesignAESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities ManagementLocation:

o n e e ig h th in c h o n e fo o t

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. ofAESUS

REPLACE AIR HANDLING UNIT ED-203

100% CD Submittal

04/13/2023

673-21-151

JAMES A. HALEY VA HOSPITAL

BUILDING #1

KEY PLAN NTS NORTH

BLDG 1

AESUS

S100

EXISTING ROOF FRAMING / PLATFORM

FRAMING PLANS

1/8" = 1'-0"2 PARTIAL ROOF FRAMING PLAN

KEYED NOTES

Key Value Keynote Text

101 C8X11.5, PERIMETER OF MECHANICAL UNIT FOR CURB

SUPPORT. COORDINATE EXACT LOCATION WITH CURB

MANUFACTURER.

102 1-1/2" X 20 GAGE GALVANIZED STEEL ROOF DECK TO

REPLACE EXISTING CONCRETE ON STEEL DECK.

104 EXISTING MECHANICAL UNIT CONCRETE PAD TO BE

REMOVED. REMOVE DECK TO CENTERLINE OF EXISTING

STEEL BEAMS.

106 EXISTING METAL DECK.

108 EXISTING STEEL COLUMN.

3/4" = 1'-0"A TYPICAL WIDE FLANGE BEAM TO BEAM CONNECTIONS

3/4" = 1'-0"B TYPICAL BOLT TABLE FOR STEEL CONNECTIONS

3/4" = 1'-0"C STEEL BEAM CONNECTION AT EXISTING STEEL BEAM

3/4" = 1'-0"D STEEL DECK SUPPORT ANGLE CONNECTION TO EXISTING STEEL BEAM

1" = 1'-0"E

TYPICAL DETAIL -

ROOF OPENING FRAME

1 ASI#1 02/21/2024

2/21/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEERS STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE AIR HANDLING UNIT

ED-203

JAMES A. HALEY VA HOSPITAL

673-21-151

BUILDING #1

Revisions: Date:

design

AESUS

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282,

(480) 454-2861 group

Office of Construction and Facilities ManagementArchitecture, Engineering, & Sustainable Design

APRIL 17, 2023

NDO ER I K GONZALES

PRO F E S S I O NA L E NG I NEE

DEMOLITION GENERAL NOTES:

1. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE

MANNER. CARE SHALL BE EXERCISED TO MINIMIZE ANY

INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDING

WHICH ARE TO REMAIN IN OPERATION.

2. ALL UTILITY OR SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH

THE OWNER AND ENGINEER. NO SHUTDOWNS CAN OCCUR WITHOUT

PRIOR PERMISSION FROM THE OWNER.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND FIELD

CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. ANY

DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR

RESOLUTION.

4. THE EXISTING CONDITIONS ARE BASED ON "AS-BUILT" DRAWINGS AND

LIMITED FIELD VERIFICATIONS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE

PROJECT. NO ADDITION COMPENSATION WILL BE PROVIDED FOR ANY

EXTRAS DUE TO THE CONTRACTOR'S FAILURE TO VISIT THE PROJECT

SITE OR PREDETERMINATION OF EXISTING CONDITIONS PRIOR TO

SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION.

5. ALL WORK SHALL CONFORM TO THE LOCAL AND STATE BUILDING CODE

AND ORDINANCES.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIR

PORTION OF THE WORK WITH OTHER PORTIONS OF WORK BY OTHER

TRADES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS,

METHODS, TECHNIQUES, AND SAFETY TO THE PUBLIC AND TO

PROPERTY BOTH PRIVATE AND PUBLIC.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL

OF ALL EXISTING EQUIPMENT, PIPING, AND DEVICES NOT REQUIRED

FOR THE WORK AND NOT SHOWN AS EXISTING TO REMAIN AS

INDICATED ON DRAWINGS. DRAWINGS ARE SCHEMATIC IN NATURE AND

INDICATE MAJOR ITEMS OF EXISTING EQUIPMENT AND SYSTEMS. THE

CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF

EXISTING EQUIPMENT, PIPING, AND DEVICES TO BE REMOVED.

9. ALL SHUT DOWNS AND DEMOLITION SHALL BE PHASED AND

COORDINATED WITH NEW WORK. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATION SHUT DOWNS AND REMOVAL OF

ITEMS WITH THE OWNER'S REPRESENTATIVE AND THE OWNER'S

PHASING REQUIREMENTS.

10. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A RESULT OF

REMOVED PIPING, DUCTWORK, FLUES, EQUIPMENT, FIXTURES, ETC

SHALL BE PATCHED TO MATCH EXISTING BUILDING CONSTRUCTION.

WORK SHALL BE PERFORMED BY CRAFTSMEN SKILLED IN THEIR

RESPECTIVE TRADES.

11. THE INTENT OF THE DEMOLITION IS TO REMOVE THE ITEMS IN THEIR

ENTIRETY TO INCLUDE ALL ASSOCIATED SUPPORT BASES,

ANCHORAGE, HANGERS, CONTROLS, PIPING, ETC. AND CAP EXISTING

SYSTEM TO REMAIN AT MAINS OR OTHER ACTIVE BRANCH LINES.

MINIMIZE DEAD-END LENGTHS.

12. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN

NW SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED.

13. ITEMS REMOVED SHALL BE LEGALLY DISPOSED OF OFF THE SITE;

COORDINATE WITH OWNER, ARCHITECT, AND DIVISION 1

REQUIREMENTS, LIMITS, ETC. ON ON-SITE DUMPSTERS. USE OF

OWNER'S TRASH DUMPSTERS FOR DISPOSAL OF DEMOLISHED WILL

NOT BE PERMITTED.

KEYED NOTES:

1. NEW AHU LOCATION ON PRE-MANUFACTURED CUSTOM CURB. REFER

TO SHEET M-501 FOR PLAN VIEW DETAIL AND SECTION VIEW.

2. ROUTE NEW 1-1/2" CONDENSATE DRAIN TO ROOF DRAIN.

3. CONNECT (N) 4" CHWS&R TO (N) AHU-ED-203 COOLING COIL.

4. CONNECT (N) 1" HWS&R TO (N) AHU-ED-203 PRE-HEAT COIL.

5. CONNECT (N) 1-1/2" LPS AND 3/4" GC TO (N) AHU-ED-203 STEAM COIL.

6. (N) 60"X18" SUPPLY AIR DUCT. ROUTE TO EXISTING SA DUCT AND

CONNECT BELOW THE ROOF.

7. (N) 44"X18" RETURN AIR DUCT. ROUTE TO EXISTING RA DUCT AND

CONNECT BELOW THE ROOF.

8. CONDENSATE DRAIN CLEAN OUT.

9. ROUTE ALL PIPING THROUGH FLOOR OF THE VESTIBULE. PROVIDE COIL

CONTROL VALVE AND ALL ACCESSORIES WITHIN THE VESTIBULE.

10. CONTRACTOR SHALL INSTALL RELIEF DUCTWORK ON THE TOP OF THE

UNIT. CONNECT TO EXISTING AHU RELIEF DAMPER.

SCALE:1 ROOF NEW WORK PLAN

3/16" = 1'-0"

M501

(E) EF-203A

(E) EF-203B

(E) EF-203C

(N) AHU-ED-203 1

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NO. 82497

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STATE OF

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ROOF

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NEW WORK PLAN

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MH102

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AESUS

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AESUS

AutoCAD SHX Text

AutoCAD SHX Text 02/21/24

AutoCAD SHX Text

ASI#1 REVISED AHU DIMENSIONS

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ASI#1

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEERS STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE AIR HANDLING UNIT

ED-203

JAMES A. HALEY VA HOSPITAL

673-21-151

BUILDING #1

Revisions: Date:

design

AESUS

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282,

(480) 454-2861 group

Office of Construction and Facilities ManagementArchitecture, Engineering, & Sustainable Design

APRIL 17, 2023

NDO ER I K GONZALES

PRO F E S S I O NA L E NG I NE E

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

#KEYED NOTES:

1. 60"X18" SUPPLY AIR DUCT. ROUTE TO

EXISTING SA DUCT AND CONNECT BELOW

THE ROOF.

2. 44"X18" RETURN AIR DUCT. ROUTE TO

EXISTING RA DUCT AND CONNECT BELOW

THE ROOF.

3. NEW MANUFACTURED CURB.

4. EXISTING ROOF TOP.

5. EXISTING SA PENETRATION

6. EXISTING RA PENETRATION.

5 6

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

SCALE: NTS

CONTRACTOR PROVIDED RELIEF AIR DUCT

INSECT SCREEN

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NO. 82497

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MECHANICAL DETAILS

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AESUS

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AESUS

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ASI#1 REVISED AHU DIMENSIONS

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AHU ED-203 DUCT ROUTING (SECTION VIEW)

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AHU ED-203 DETAIL

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AHU ED-203 MANUFACTURED CURB DETAIL

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ASI#1

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ASI#1

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEERS STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE AIR HANDLING UNIT

ED-203

JAMES A. HALEY VA HOSPITAL

673-21-151

BUILDING #1

Revisions: Date:

design

AESUS

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282,

(480) 454-2861 group

Office of Construction and Facilities ManagementArchitecture, Engineering, & Sustainable Design

APRIL 17, 2023

NDO ER I K GONZALES

PRO F E S S I O NA L E NG I NEE

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AS100 - PHASING PLAN

A301 - ROOF PLAN

AE302 - REFLECTED CEILING PLAN - LEVEL 01

Struc - ASI#1

MH102

M501

M601

File details come from the government source that posted it. Updated Mar 12, 2024.