578-20-002_Addendum2_06102025.pdf

PROJECT NAME: Renovations to Building 217

A/E PROJECT NO: 23-009 | 578-20-002

Addendum 2

ISSUE DATE: 06/10/2025

The purpose of this addendum is in response to pre-bid RFIs.

DRAWINGS:

1. GI002 – DRAWING INDEX

a. Update to drawing index with structural drawings

2. S001 – GENERAL NOTES

a. New drawing

3. SF101 – FRAMING PLAN AND DETAILS – BARIATRIC ROOMS

a. New drawing

4. SF102 – ROOF FRAMING PLAN AND DETAILS – FOLDING PARTITIONS

a. New drawing

5. AE401.4 – ARCHITECTURAL – ENLARGED PLAN – PRIMARY CARE CLINIC & ENTRANCE

LOBBY

a. Update to detail 2 with panels indicated.

6. AE402.1 – ARCHITECTURAL – ELEVATIONS – DINING ROOM 1A118

a. Panel types called out and section details called out on detail 1.

7. AE403.1 – ARCHITECTURAL – ELEVATIONS – DINING ROOM 1A118

a. Panel types called out and section details called out on detail 1.

8. AE406 – ARCHITECTURAL – ENLARGED PLAN – SECOND FLOOR PATIO

a. Revisions to planters with dimensions.

9. AE407.3 – ARCHITECTURAL – ELEVATIONS – DEMENTIA

a. Dimensions added to existing windows for FLM-1 installation.

10. AE407.4 – ARCHITECTURAL – ELEVATIONS – DEMENTIA UNIT

a. Dimensions added to existing windows for FLM-1 installation.

11. AE407.5 – ARCHITECTURAL – ELEVATIONS – DEMENTIA UNIT

a. Dimensions added to existing windows for FLM-1 installation.

12. AC402 – ARCHITECTURAL – REFLECTED CEILING PLAN – DINING ROOM 1A118

a. Linear metal ceiling added to legend with basis of design

13. AC403 – ARCHITECTURAL – REFLECTED CEILING PLAN – DINING ROOM 1A118

a. Linear metal ceiling added to legend with basis of design

14. AE521 – ARCHITECTURAL – EXTERIOR DETAILS

a. Added detail 8 – Roof Deck Drain Detail

Construction/Replace Building 50 MEP Systems

ASI 001

15. AE552 – ARCHITECTURAL – FINISH DETAILS

a. Added detail 11 – PNL-2 @ Dining Room

16. AE561 – ARCHITECTURAL – MOUNTING DETAILS

a. Added information on steel tube to detail 6.

17. AF601 – ARCHITECTURAL – FINISH LEGEND

a. Updates to PNL-1, PNL-2, and PNL-3 information

18. EP101 ELECTRICAL – OVERALL PLAN, FIRST FLOOR

a. Added cable tray.

b. Approximate panel feeder routes.

c. Added call out for Tele Room 1C145

19. EP401.1 ELECTRICAL – PLANS, PRIMARY & ENTRANCE LOBBY

a. Added nurse call head-end unit at Work Room 1A141 to serve “A” wing.

20. EP401.2 ELECTRICAL – POWER PLAN, DINING ROOMS 1A118

a. Added access controls panel and power supplies to serve “A” Wing. Relocated fire alarm control module.

21. EP401.6 ELECTRICAL – POWER PLAN, DEMENTIA UNIT

a. Added access controls panel and power supplies to serve “B” wing. Relocated fire alarm control module.

22. EP401.11 ELECTRICAL – POWER PLAN, ELECTRICAL ROOMS

a. Added access controls panel and power supplies to serve “C” wing. Relocated fire alarm control module.

SPECIFICATIONS:

1. 00 01 10

a. Added additional specification sections

i. 07 14 21

ii. 07 76 00

iii. 08 43 33

iv. 12 93 33

2. 00 01 15

a. Added structural drawings to drawing list.

3. 07 14 21

a. Added specification for Deck covering at 2nd floor patio

4. 07 76 00

a. Added specification for Pedestal mounted decking system at 2nd floor patio.

5. 08 43 33

a. Added specification for Folding Glass doors in dining room/easy street.

6. 12 93 33

a. Added specification for premanufactured planters.

END OF ADDENDUM 2

1 2 3 4 5 6 7 8 9 10

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CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

Date 7

GENERAL - DRAWING INDEX RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

G002

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

DRAWING INDEX

SHEET NUMBER SHEET TITLE 30% 60% 90% 100%

00-GENERAL

G001 GENERAL - COVER SHEET X X X X

G002 GENERAL - DRAWING INDEX X X X X

G003 GENERAL - DRAWING INDEX X X

GI001 GENERAL - GENERAL PROJECT NOTES X X X X

GI002 GENERAL - GENERAL DEMOLITION NOTES X X X X

GI003 GENERAL - GENERAL CONSTRUCTION NOTES X X X

GI101 GENERAL - LIFE SAFETY PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X

GI102 GENERAL - LIFE SAFETY PLAN - DINING 1A118 X X X

GI103 GENERAL - LIFE SAFETY PLAN - DINING 2A18 X X X

GI104 GENERAL - LIFE SAFETY PLAN - DEMENTIA UNIT X X X

GI105 GENERAL - LIFE SAFETY PLAN - EASY STREET X X X

GC201 GENERAL - PHASING PLAN - FIRST FLOOR X X X

GC202 GENERAL - PHASING PLAN - SECOND FLOOR X X X

GC400 GENERAL - INFECTION CONTROL GENERAL NOTES X X X

GC401 GENERAL - INFECTION CONTROL PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X

GC402 GENERAL - INFECTION CONTROL PLAN - DINING ROOM 1A118 X X X

GC403 GENERAL - INFECTION CONTROL PLAN - DINING ROOM 2A18 X X X

GC404 GENERAL - INFECTION CONTROL PLAN - LIBRARY 2A12 X X X

GC405 GENERAL - INFECTION CONTROL PLAN - BARIATRIC ROOMS X X X

GC406 GENERAL - INFECTION CONTROL PLAN - SECOND FLOOR PATIO X X X

GC407 GENERAL - INFECTION CONTROL PLAN - DEMENTIA UNIT X X X

GC408 GENERAL - INFECTION CONTROL PLAN - HIGH FALL RISK ROOMS X X X

GC409 GENERAL - INFECTION CONTROL PLAN - EQUIPMENT STORAGE X X X

GC410 GENERAL - INFECTION CONTROL PLAN - EASY STREET X X X

GC501 GENERAL - INFECTION CONTROL TYPICAL CLASS IV X X X

GC502 GENERAL - INFECTION CONTROL - SAMPLE ICRA FORMS AND PERMITS X X X

GC503 GENERAL - INFECTION CONTROL - SAMPLE PCRA FORMS AND PERMITS X X X

01 - STRUCTURAL

S001 STRUCTURAL - GENERAL NOTES X

SF101 STRUCTURAL - FRAMING PLAN AND DETAILS - BARIATRIC ROOMS X

SF102 STRUCTURAL - ROOF FRAMING PLAN AND DETAILS - FOLDING PARTITIONS X

02-ARCHITECTURAL

A001 ARCHITECTURAL - SYMBOLS, ABBREVIATIONS AND LEGENDS X X X X

A002 ARCHITECTURAL - SHEET NOTES X X X X

A003 ARCHITECTURAL - STANDARD MOUNTING HEIGHTS X X X

AD101 ARCHITECTURAL - FIRST FLOOR - OVERALL DEMOLITION PLAN X X X X

AD102 ARCHITECTURAL - SECOND FLOOR - OVERALL DEMOLITION PLAN X X X X

AD401 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X X

AD402 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - DINING ROOM 1A118 X X X X

AD403 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - DINING ROOM 2A18 X X X X

AD404 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - LIBRARY 2A12 X X X X

AD405 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X X

AD406 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - SECOND FLOOR PATIO X X X X

AD407 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - DEMENTIA UNIT X X X X

AD408 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X X

AD409 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - EQUIPMENT STORAGE X X X X

AD410 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - EASY STREET X X X X

AD411 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - EASY STREET ROOF X X

AD412 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - PLAYGROUND X X X X

AD413 ARCHITECTURAL - ENLARGED DEMOLITION PLAN - SMOKING SHELTER X X X X

ACD401 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - PRIMARY CARE CLINIC AND LOBBY X X X

ACD402 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - DINING ROOM 1A118 X X X

ACD403 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - DINING ROOM 2A26 X X X

ACD404 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - LIBRARY 2A12 X X X

ACD405 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - BARIATRIC ROOMS X X X

ACD406 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - DEMENTIA UNIT X X X

ACD407 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X

ACD408 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - EASY STREET X X X

ACD409 ARCHITECTURAL - REFLECTED CEILING DEMOLITION PLAN - EQUIPMENT STORAGE X X X

AE101 ARCHITECTURAL - FIRST FLOOR - FLOOR PLAN X X X X

AE102 ARCHITECTURAL - SECOND FLOOR - FLOOR PLAN X X X X

AE401 ARCHITECTURAL - ENLARGED PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X X

AE401.1 ARCHITECTURAL - ENLARGED PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X

AE401.2 ARCHITECTURAL - ELEVATIONS - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X

AE401.3 ARCHITECTURAL - ELEVATIONS - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X

AE401.4 ARCHITECTURAL - ENLARGED PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X

AE402 ARCHITECTURAL - ENLARGED PLAN - DINING ROOM 1A118 X X X X

AE402.1 ARCHITECTURAL - ELEVATIONS - DINING ROOM 1A118 X X

AE403 ARCHITECTURAL - ENLARGED PLAN - DINING ROOM 2A18 X X X X

AE403.1 ARCHITECTURAL - ENLARGED PLAN - DINING ROOM 2A18 X X

AE404 ARCHITECTURAL - ENLARGED PLAN - CONFERENCE ROOMS X X X X

AE404.1 ARCHITECTURAL - ELEVATIONS - CONFERENCE ROOMS X X

AE405 ARCHITECTURAL - ENLARGED PLAN - BARIATRIC ROOMS X X X X

AE405.1 ARCHITECTURAL - ENLARGED PLAN - BARIATRIC ROOMS X X

AE406 ARCHITECTURAL - ENLARGED PLAN - SECOND FLOOR PATIO X X X X

AE407 ARCHITECTURAL - ENLARGED PLAN - DEMENTIA UNIT X X X X

AE407.1 ARCHITECTURAL - ENLARGED PLAN - DEMENTIA UNIT X X

AE407.2 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.3 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.4 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.5 ARCHITECTURAL - ELEVATIONS - DEMENTIA UNIT X X

AE407.6 ARCHITECTURAL - ENLARGED PLAN - DEMENTIA UNIT X X

AE408 ARCHITECTURAL -ENLARGED PLAN - HIGH FALL RISK ROOMS X X X X

AE408.1 ARCHITECTURAL -ENLARGED PLAN - HIGH FALL RISK ROOMS X X

AE409 ARCHITECTURAL - ENLARGED PLAN - EQUIPMENT STORAGE X X X X

AE409.1 ARCHITECTURAL - ENLARGED PLAN - EQUIPMENT STORAGE X X

AE410 ARCHITECTURAL - ENLARGED PLAN - EASY STREET X X X X

AE410.1 ARCHITECTURAL - ELEVATION - EASY STREET X X

AE410.2 ARCHITECTURAL - ELEVATION - EASY STREET X X

AE410.3 ARCHITECTURAL - ELEVATION - EASY STREET X X

AE410.4 ARCHITECTURAL - ELEVATION - EASY STREET X X

AE410.5 ARCHITECTURAL - EASY STREET - ROOF PLAN X X

AE411 ARCHITECTURAL - ENLARGED PLAN - PLAYGROUND X X X X

AC401 ARCHITECTURAL - REFLECTED CEILING PLAN - PRIMARY CARE CLINIC AND ENTRANCE LOBBY X X X

AC402 ARCHITECTURAL - REFLECTED CEILING PLAN - DINING ROOM 1A118 X X X

AC403 ARCHITECTURAL - REFLECTED CEILING PLAN - DINING ROOM 2A26 X X X

AC404 ARCHITECTURAL - REFLECTED CEILING PLAN - LIBRARY 2A12 X X X

DRAWING INDEX

SHEET NUMBER SHEET TITLE 30% 60% 90% 100%

AC405 ARCHITECTURAL - REFLECTED CEILING PLAN - BARIATRIC ROOMS X X

AC406 ARCHITECTURAL - REFLECTED CEILING PLAN - DEMENTIA UNIT X X X

AC407 ARCHITECTURAL - REFLECTED CEILING PLAN - HIGH FALL RISK ROOMS X X X

AC408 ARCHITECTURAL - REFLECTED CEILING PLAN - EASY STREET X X X

AC409 ARCHITECTURAL - REFLECTED CEILING PLAN - EQUIPMENT STORAGE X X X

AE501 ARCHITECTURAL - PARTITION TYPES X X X

AE521 ARCHITECTURAL - EXTERIOR DETAILS X X

AE531 ARCHITECTURAL - CEILING DETAILS X X X

AE541 ARCHITECTURAL - CASEWORK DETAILS X X X

AE542 ARCHITECTURAL - CASEWORK DETAILS X X

AE543 ARCHITECTURAL - CASEWORK DETAILS X

AE551 ARCHITECTURAL - FINISH DETAILS X X X

AE552 ARCHITECTURAL - FINISH DETAILS X X

AE561 ARCHITECTURAL - MOUNTING DETAILS X X X

AE601 ARCHITECTURAL - DOOR SCHEDULE AND DETAILS X X X

AE602 ARCHITECTURAL - FOLDING GLASS PARTITION DETAILS X X

AE603 ARCHITECTURAL - FOLDING GLASS PARTITION DETAILS X X

AE611 ARCHITECTURAL - WINDOW SCHEDULE AND DETAILS X X

AF101 ARCHITECTURAL - FINISH PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X

AF102 ARCHITECTURAL - FINISH PLAN - DINING 1A118 X X X

AF103 ARCHITECTURAL - FINISH PLAN - DINING 2A18 X X X

AF104 ARCHITECTURAL - FINISH PLAN - CONFERENCE ROOMS X X X

AF105 ARCHITECTURAL - FINISH PLAN - BARIATRIC ROOMS X X X

AF106 ARCHITECTURAL - FINISH PLAN - SECOND FLOOR PATIO X X X

AF107 ARCHITECTURAL - FINISH PLAN - DEMENTIA UNIT X X X

AF108 ARCHITECTURAL - FINISH PLAN - HIGH FALL RISK ROOMS X X X

AF109 ARCHITECTURAL - FINISH PLAN - EQUIPMENT STORAGE X X X

AF110 ARCHITECTURAL - FINISH PLAN - EASY STREET X X X

AF601 ARCHITECTURAL - FINISH LEGEND X X

AF611 ARCHITECTURAL - FINISH SCHEDULE X X

AW401 ARCHITECTURAL - WAYFINDING PLAN - PRIMARY CARE CLINIC AND ENTRANCE LOBBY X X

AW402 ARCHITECTURAL - WAYFINDING PLAN - DINING ROOM 1A118 X X

AW403 ARCHITECTURAL - WAYFINDING PLAN - DINING ROOM 2A18 X X

AW404 ARCHITECTURAL - WAYFINDING PLAN - LIBRARY 2A12 X X

AW405 ARCHITECTURAL - WAYFINDING PLAN - BARIATRIC ROOMS X X

AW406 ARCHITECTURAL - WAYFINDING PLAN - DEMENTIA UNIT X X

AW407 ARCHITECTURAL - WAYFINDING PLAN - HIGH FALL RISK ROOMS X X

AW408 ARCHITECTURAL - WAYFINDING PLAN - EQUIPMENT STORAGE X X

AW409 ARCHITECTURAL - WAYFINDING PLAN - EASY STREET X X

AW601 ARCHITECTURAL - WAYFINDING TYPES X X

AW611 ARCHITECTURAL - WAYFINDING SCHEDULE X X

QH401 ARCHITECTURAL - EQUIPMENT PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X

QH402 ARCHITECTURAL - EQUIPMENT PLAN - DINING 1A118 X X X

QH403 ARCHITECTURAL - EQUIPMENT PLAN - DINING 2A18 X X X

QH404 ARCHITECTURAL - EQUIPMENT PLAN - LIBRARY 2A12 X X X

QH405 ARCHITECTURAL - EQUIPMENT PLAN - BARIATRIC ROOMS X X X

QH406 ARCHITECTURAL - EQUIPMENT PLAN - SECOND FLOOR PATIO X X X

QH407 ARCHITECTURAL - EQUIPMENT PLAN - DEMENTIA UNIT X X X

QH408 ARCHITECTURAL - EQUIPMENT PLAN - HIGH FALL RISK ROOMS X X X

QH409 ARCHITECTURAL - EQUIPMENT PLAN - EQUIPMENT STORAGE X X X

QH410 ARCHITECTURAL - EQUIPMENT PLAN - EASY STREET X X X

QH601 ARCHITECTURAL - EQUIPMENT SCHEDULE X X X

QH602 ARCHITECTURAL - EQUIPMENT SCHEDULE X X X

05-FIRE PROTECTION

FX001 FIRE PROTECTION - GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X X X

FX002 FIRE PROTECTION - FIRST FLOOR OVERALL PLAN X X X

FX003 FIRE PROTECTION - SECOND FLOOR OVERALL PLAN X X X

FXD401.1 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X

FXD401.2 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - DINING ROOM 1A118 X X X

FXD401.3 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - DINING ROOM 2A18 X X X

FXD401.4 FIRE PROTECTION - ENLARGED NEW WORK PLAN - LIBRARY 2A12 X X X

FXD401.5 FIRE PROTECIONL - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X

FXD401.6 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - DEMENTIA UNITS X X X

FXD401.7 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X

FXD401.8 FIRE PROTECTIOIN - ENLARGED SPRINKLER DEMOLITION PLAN - EQUIPMENT STORAGE X X X

DRAWING INDEX

SHEET NUMBER SHEET TITLE 30% 60% 90% 100%

FXD401.9 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - EASY STREET X X X

FXD401.10 FIRE PROTECTION - ENLARGED DEMOLITION PLAN - EASY STREET ROOF X X X

FX401.1 FIRE PROTECTION - ENLARGED NEW PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X

FX401.2 FIRE PROTECTION - ENLARGED NEW PLAN - DINING ROOM 1A118 X X X

FX401.3 FIRE PROTECTION - ENLARGED NEW PLAN - DINING ROOM 2A18 X X X

FX401.4 FIRE PROTECTION - ENLARGED NEW PLAN - LIBRARY 2A12 X X X

FX401.5 FIRE PROTECTION - ENLARGED NEW PLAN - BARIATRIC ROOMS X X X

FX401.6 FIRE PROTECTION - ENLARGED NEW PLAN - DEMENTIA UNITS X X X

FX401.7 FIRE PROTECTION - ENLARGED NEW PLAN - HIGH FALL RISK ROOMS X X X

FX401.8 FIRE PROTECTION - ENLARGED NEW PLAN - EQUIPMENT STORAGE X X

FX401.9 FIRE PROTECTION - ENLARGED NEW PLAN - EASY STREET X X X

FX401.10 FIRE PROTECTION - ENLARGED NEW PLAN - EASY STREET ROOF X X

FX500 FIRE PROTECTION - DETAILS X X X

06 - PLUMBING

P001 PLUMBING - GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X X X X

P002 PLUMBING DEMOLITION - FIRST FLOOR OVERALL PLAN X X X

P003 PLUMBING DEMOLITION - SECOND FLOOR OVERALL PLAN X X X X

P004 PLUMBING NEW WORK - FIRST FLOOR OVERALL PLAN X X X X

P005 PLUMBING NEW WORK - SECOND FLOOR OVERALL PLAN X X X

PSD401.1 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - PRIMARY CARE CLINIC & ENTRANCE

LOBBY

X X X X

PSD401.2 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X X

PSD401.3 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - SECOND FLOOR PATIO X X X X

PSD401.4 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - DEMENTIA UNIT X X X X

PSD401.5 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X X

PSD401.6 PLUMBING - SAN & VENT ENLARGED DEMOLITION PLAN - EQUIPMENT STORAGE X X X X

PSD401.7 PLUMBING - SAN & VENT - ENLARGED DEMOLITION PLAN - EASY STREET X X X X

PWD401.1 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - PRIMARY CARE CLINIC & ENTRANCE

LOBBY

X X X X

PWD401.2 PLUMBING -DOMESTIC WATER - ENLARGED DEMOLITION PLAN -DINING 1A118 X X

PWD401.3 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - BARIATRIC ROOMS X X X X

PWD401.4 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - DEMENTIA UNIT X X X X

PWD401.5 PLUMBING - DOMESTIC WATER. - ENLARGED DEMOLITION PLAN - HIGH FALL RISK ROOMS X X X X

PWD401.6 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - EQUIPMENT STORAGE X X X X

PWD401.7 PLUMBING - DOMESTIC WATER - ENLARGED DEMOLITION PLAN - EASY STREET X X X X

PS401.1 PLUMBING - SAN & VENT - ENLARGED PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X X

PS401.2 PLUMBING - SAN & VENT - ENLARGED PLAN - BARIATRIC ROOMS X X X X

PS401.3 PLUMBING - SAN & VENT - ENLARGED PLAN - SECOND FLOOR PATIO X X X X

PS401.4 PLUMBING - SAN & VENT - ENLARGED PLAN - LIBRARY 2A12 X X

PS401.5 PLUMBING - SAN & VENT - ENLARGED PLAN - DEMENTIA UNIT X X X X

PS401.6 PLUMBING - SAN & VENT - ENLARGED PLAN - HIGH FALL RISK ROOMS X X X X

PS401.7 PLUMBING - SAN & VENT - ENLARGED PLAN - EQUIPMENT STORAGE X X X X

PS401.8 PLUMBING - SAN & VENT - ENLARGED PLAN - MULTI PURPOSE - EASY STREET 1A43 X

PW401.1 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY X X X X

PW401.2 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - DINING ROOM 1A118 X

PW401.3 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - BARIATRIC ROOMS X X X X

PW401.4 PLUMBING - DOMESTIC WATER - ENLARGE PLAN - DEMENTIA UNIT X X X X

PW401.5 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - LIBRARY 2A12 X X

PW401.6 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - HIGH FALL RISK ROOMS X X X X

PW401.7 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - EQUIPMENT STORAGE X X X X

PW401.8 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - MULTI PURPOSE - EASY STREET 1A43 X

PW401.9 PLUMBING - DOMESTIC WATER - ENLARGED PLAN - DINING ROOM 2A18 X

P501 PLUMBING - DETAILS X X X X

P502 PLUMBING - DETAILS X X X X

P601 PLUMBING - RISER DIAGRAMS X X

P602 PLUMBING - RISER DIAGRAMS X X

P603 PLUMBING - RISER DIAGRAMS X X

P604 PLUMBING - RISER DIAGRAMS X X

P605 PLUMBING - RISER DIAGRAMS X X

P701 PLUMBING - SCHEDULES X X X X

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

ADDENDUM #2 Date 7

1 GENERAL NOTES

1.1. CODES AND DESIGN CRITERIA

a BUILDING CODE: INTERNATIONAL EXISTING BUILDING CODE b RISK CATEGORY IV

THE FOLLOWING STRUCTURAL IMPROVEMENTS TO THE EXISTING STRUCTURE

ARE CONSIDERED A LEVEL 2 ALTERATION. THE EXISTING STRUCTURAL

FRAMING SHOWN IS BASED ON THE ORIGINAL STRUCTURAL DESIGN

DRAWINGS DATED 1980 AND THE 2ND FLOOR ADDITION DATED 1984.

ALL EXISTING FRAMING IS TO BE VERIFIED BY THE GENERAL

CONTRACTOR.

1.2. DESIGN LOADS

a ROOF LOAD

DEAD LOAD 27.7 PSF

LIVE LOAD 30 PSF

b SECOND FLOOR LOAD

DEAD LOAD 54.2 PSF

LIVE LOAD 100 PSF

c SNOW LOAD GROUND SNOW LOAD Pg 25 PSF IMPORTANCE FACTOR Is 1.2 SNOW EXPOSURE FACTOR Ce 1.0 SNOW THERMAL FACTOR Ct 1.0 FLAT ROOF SNOW LOAD Pf 30 PSF d WIND LOADS (ASCE7-16)

MWFRS

BASIC WIND SPEED 119 mph (3 SEC GUST)

RISK CATEGORY IV

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT +/- .18

e SEISMIC LOADS

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR 1.0

Ss .123 Sds .131 S .064 Sd1 .102

SITE CLASS D

SEISMIC DESIGN CATEGORY C

ap = 1 Rp = 2.5 lp = 1

1.3 GENERAL REQUIREMENTS

a DEFINITIONS

PRIMARY STRUCTURAL SYSTEM IS THE COMPLETED

COMBINATION OF ELEMENTS WHICH SERVE TO

SUPPORT THE BUILDING'S SELF-WEIGHT, THE

APPLICABLE LIVE LOAD, AND THE ENVIRONMENTAL LOADS SUCH AS

WIND, SEISMIC.

PRE-ENGINEERED STRUCTURAL ELEMENTS ARE

STRUCTURAL ELEMENTS WHICH ARE SPECIFIED BY THE OWNER AS

DESIGN DELEGATED ITEMS TO BE THE DESIGN RESPONSIBILITY OF A

SPECIALTY STRUCTURAL ENGINEER (SSE)

SPECIAL INSPECTION IS INSPECTION PERFORMED BY A QUALIFIED

PERSON, APPROVED BY THE BUILDING OFFICIAL, FOR THE TYPES OF

WORK REQUIRING INSPECTION PER THE GOVERNING CODES AND

CONTRACT DOCUMENTS.

SPECIALTY STRUCTURAL ENGINEER (SSE) IS A

LICENSED PROFESSIONAL/STRUCTURAL ENGINEER, NOT THE SER, WHO

IS RESPONSIBLE FOR SEALING PLANS AND DESIGNS FOR

PRE-ENGINEERED STRUCTURAL ELEMENTS WHICH ARE NECESSARY FOR

THE STRUCTURE TO BE COMPLETED AND THE OWNER HAS DESIGNATED

AS DESIGN DELEGATED ITEMS.

STRUCTURAL ENGINEER OF RECORD (SER) IS THE STRUCTURAL

ENGINEER WHO IS LEGALLY ELIGIBLE TO SEAL THE STRUCTURAL

DOCUMENTS FOR A BUILDING PROJECT. THE SER IS RESPONSIBLE FOR

THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM.

GENERAL CONTRACTOR FOR CONSTRUCTION (CONTRACTOR) IS

OWNERS REPRESENTATIVE RESPONSIBLE FOR THE OVERALL

CONSTRUCTION OF THE PROJECT INCLUDING PROJECT SCHEDULING,

JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION.

CONTRACTING OFFICER'S REPRESENTATIVE (COR)

SPECIAL INSPECTOR: A QUALIFIED PERSON EMPLOYED OR RETAINED BY

AN APPROVED AGENCY AND APPROVED BY THE BUILDING OFFICIAL AS

HAVING THE COMPETENCE NECESSARY TO INSPECT A PARTICULAR TYPE

OF CONSTRUCTION REQUIRING SPECIAL INSPECTION.

b THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH

THE SPECIFICATIONS AND ARCHITECTURAL AND MEP DRAWINGS.

c THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE

MECHANICAL AND ARCHITECTURAL DRAWINGS AND WITH THE

MECHANICAL CONTRACTOR, THE LOCATION OF ALL MECHANICAL

EQUIPMENT.

d THE GENERAL CONTRACTOR SHALL NOTIFY COR IF THE WEIGHTS OF

MECHANICAL UNITS ETC. ARE DIFFERENT FROM THE WEIGHTS POSTED

ON THE DESIGN DRAWINGS. DISCREPANCIES SHALL BE RESOLVED

BEFORE PROCEEDING WITH CONSTRUCTION.

e THE GENERAL CONTRACTOR SHALL NOTIFY COR IMMEDIATELY OF ANY

DISCREPANCIES TO AVOID THE POSSIBILITY OF UNNECESSARY FUTURE

PROBLEMS AND POSSIBLE FIELD ORDERS. FAILURE TO DO SO WILL PUT

THE FULL RESPONSIBILITY OF CORRECTION ON THE CONTRACTOR.

f THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND

MAKE NECESSARY INVESTIGATIONS AND FIELD MEASUREMENTS.

g DO NOT SCALE DRAWINGS.

h THE SER HAS NO SUPERVISORY RESPONSIBILITY, HAS NO CONTROL OF

OR RESPONSIBILITY FOR THE MEANS, METHODS, TECHNIQUES,

PROCEDURES OR SEQUENCE OF CONSTRUCTION, HAS NO

RESPONSIBILITY FOR THE FAILURE OF ANY CONTRACTOR TO PERFORM

THE WORK IN ACCORDANCE WITH THE DESIGN DOCUMENTS AND NO

RESPONSIBILITY TO DEVISE, IMPLEMENT OR ENFORCE ANY SAFETY

PRECAUTIONS OR PROGRAMS FOR THE PROJECT.

1.4 SLEEVES, ANCHORAGES, OPENINGS, ETC.

a IN GENERAL, STRUCTURAL DRAWINGS DO NOT SHOW EQUIPMENT

PADS, DRAINS, HOLES, ANCHORAGES, INSERTS AND SLEEVES FOR

ITEMS PASSING THROUGH OR ATTACHED TO CONCRETE OR FRAMING.

REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS

AND PROJECT SPECIFICATIONS. ADJUST EQUIPMENT PADS AND SUB

FRAMING TO FIT EQUIPMENT FURNISHED.

b PROVIDE SUB FRAMING FOR EQUIPMENT SUPPORTED ON OR

SUSPENDED FROM THE STRUCTURE.

1.9 STRUCTURAL TESTS AND INSPECTIONS (IBC 2021)

a AN INDEPENDENT APPROVED AGENCY SHALL PROVIDE SPECIAL INSPECTIONS AND TESTS

DURING CONSTRUCTION IN ACCORDANCE WITH CHAPTER 17 OF IBC 2021.

b THE APPROVED AGENCY'S SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR

CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.

c THE APPROVED AGENCY SHALL KEEP RECORDS OF ALL SPECIAL INSPECTIONS AND TESTS

AND SUBMIT REPORTS TO THE BUILDING OFFICIAL AND THE SER.

d ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR

FOR CORRECTION. IF UNCORRECTED, THE APPROVED AGENCY SHALL NOTIFY THE

BUILDING OFFICIAL AND COR.

e REFER TO IBC 2021 1704.5 FOR SUBMITTALS TO THE BUILDING OFFICIAL IN ADDITION TO

THE REPORTS.

f THE APPROVED AGENCY SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK

REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED CONTRACT

DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THIS CODE.

g QUALITY CONTROL SHALL BE THE RESPONSIBILITY OF THE FABRICATOR/ERECTOR IN

ACCORDANCE WITH AISC360-10 CHAPTER N.

h JOB SITE VISITS BY THE SER DO NOT CONSTITUTE AN OFFICIAL SPECIAL INSPECTION.

STATEMENT OF SPECIAL INSPECTIONS:

a REFER TO THE REFERENCED DOCUMENTS (IBC 2021 CHAPTER 17, AISC 360-16 CHAPTER N, ACI530-13 CHAPTER 3) FOR ADDITIONAL DESCRIPTIONS OF REQUIREMENTS.

b STRUCTURAL OBSERVATIONS FOR SEISMIC NOT REQUIRED c STRUCTURAL OBSERVATIONS FOR WIND NOT REQUIRED d THE FOLLOWING LIST OF MATERIALS AND WORK REQUIRE SPECIAL INSPECTIONS (P)

PERIODIC; (C) CONTINUOUS

STRUCTURAL STEEL (1705.2 - AISC360-16 CHAPTER N)

1 INSPECTION TASKS PRIOR TO WELDING SHOP/FIELD (AISC360-16 TABLE N5.4-1 & AWS

D1.1) a REVIEW WELDING PROCEDURE SPECIFICATIONS (WPS) & WELDING CONSUMABLES (C) b FIT UP GROOVE AND FILLET WELDS (P) c CONFIGURATION OF ACCESS HOLES (P)

2 INSPECTION TASKS DURING WELDING SHOP/FIELD (AISC360-16 TABLE N5.4-2 & AWS

D1.1) a QUALIFIED WELDERS (C) b CONTROL AND HANDLING OF CONSUMABLES (C) c NO WELDING OVER TACK WELDS (C) d ENVIRONMENTAL CONDITIONS (C) e WPS FOLLOWED (C) f WELDING TECHNIQUES (C)

3 INSPECTION TASKS AFTER WELDING SHOP/FIELD (AISC360-16 TABLE N5.4-3 & AWS D1.1)

a WELDS CLEANED (C) b SIZE, LENGTH, LOCATION OF WELDS (C) c WELDS MEET VISUAL ACCEPTANCE CRITERIA (C) d CJP GROOVE WELD NDT PER AWS D1.1 (C)

4 INSPECTION TASKS PRIOR TO BOLTING (AISC360-16 TABLE N5.6-1)

a BOLT MATERIAL GRADE b PROPER FASTENERS USED PER CONTRACT DOCUMENTS (P) c PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL (P) d CONNECTION ELEMENTS INCLUDING FAYING SURFACES MEET REQUIREMENTS (P) e PROPER STORAGE OF FASTENER COMPONENTS (P)

5 INSPECTION TASKS DURING BOLTING (AISC360-16 TABLE N5..6-2)

a FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND

POSITIONED AS REQUIRED (P).

b JOINT BROUGHT TO SNUG TIGHT CONDITION (P) c FASTENER COMPONENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING (P) d FASTENERS PRETENSIONED PER RCSC SPECIFICATION (P)

6 INSPECTION TASKS AFTER BOLTING (AISC360-16 TABLE N5.6-3)

a DOCUMENT ACCEPTED OR REJECTED BOLTED CONNECTIONS (C)

7 INSPECTION OF ANCHOR RODS IN CONFORMANCE WITH CONTRACT DOCUMENTS. (P)

8 INSPECTION OF STEEL FRAME/CONNECTION DETAILS IN CONFORMANCE WITH CONTRACT

DOCUMENTS. (P)

9 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE

PLACEMENT (AISC360-16 TABLE N6.1)

a PLACEMENT OF STEEL DECK (C) b PLACEMENT OF STEEL HEADED STUD (C) c DOCUMENT ACCEPTANCE OR REJECTION (C)

10 INSPECTION OF METAL DECK DIAPHRAGM CONNECTIONS TO STEEL FRAMING. (P)

5 METALS

5.1 STRUCTURAL STEEL

a GENERAL

ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC

360-16 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS",

"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR

A490 BOLTS" 2014, "CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES," AISC 303-16 AND AWS D1.1 2020.

THE PROVISIONS OF THE ALLOWABLE STRENGTH DESIGN METHOD

(ASD) WAS USED AS A BASIS FOR DESIGN. ALL

FORCES/REACTIONS INDICATED ON THE DESIGN DOCUMENTS

ARE THEREFORE NON-FACTORED ASD FORCES/REACTIONS.

THE CONTRACTOR'S STRUCTURAL STEEL DETAILER SHALL

PREPARE STEEL ERECTION AND SHOP DRAWINGS IN

ACCORDANCE WITH THE GUIDELINES AND GOOD PRACTICES

NOTED IN THE AISC “DETAILING FOR STEEL CONSTRUCTION.”

THIRD EDITION

STEEL CONNECTIONS ARE DESIGNATED AS A DESIGN DELEGATED

COMPONENT TO BE DESIGNED BY THE CONTRACTOR'S SSE.

SUBMITTALS

CHECKED STEEL SHOP DRAWINGS: PREPARED IN ACCORDANCE

WITH AISC DETAILING FOR STEEL CONSTRUCTION 3RD ED.

CONNECTION CALCULATIONS PREPARED, SIGNED AND SEALED BY

CONTRACTOR'S SSE.

MATERIAL CERTIFICATES (UPON REQUEST)

WELDING CERTIFICATES (UPON REQUEST)

b MATERIALS ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A992 (Fy=50 ksi)

ALL STRUCTURAL STEEL PLATES AND ANGLES SHALL BE ASTM A36

(Fy=36 KSI).

ALL STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B (Fy=46

KSI).

ALL STRUCTURAL PIPES SHALL BE ASTM A53 GRADE B (Fy=35

KSI).

ALL ANCHOR RODS ASTM F1554-36

ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY

"STRUCTURAL WELDING CODE", AWS D1.1.

ALL WELD ELECTRODES SHALL BE E70XX AND ALL WELDING

SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL WELDING

SHALL BE TO CLEAN BARE STEEL.

ERECT ALL MEMBERS WITH NATURAL CAMBER UP, EXCEPT FOR

CERTAIN CANTILEVERED MEMBERS.

ALL STEEL SHALL BE SHOP COATED WITH FABRICATOR'S

STANDARD PRIME PAINT MEETING MPI#79 AS A MINIMUM. MASK

SURFACES TO BE FIELD WELDED AND AT BOLT HOLES IN FAYING

SURFACES OF SLIP CRITICAL BOLTED CONNECTIONS.

CONNECTIONS

CONNECTIONS SHOWN ON THE DESIGN DRAWINGS ARE

CONCEPTUAL ONLY.

CONNECTIONS ARE A DELEGATED DESIGN ITEM TO BE DESIGNED

BY CONTRACTOR'S SSE.

CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-16

USING ALLOWABLE STRENGTH (ASD) DESIGN BASIS. POSTED

CONNECTION FORCES ARE ASD.

DESIGN SHEAR CONNECTIONS FOR THE LARGER OF POSTED

FORCES ON THE DESIGN DRAWINGS AND 50% (75% FOR

COMPOSITE BEAMS) OF THE MAXIMUM TOTAL LOAD FOR THE

SPECIFIED BEAM AND SPAN IN AISC “STEEL CONSTRUCTION

MANUAL” TABLE 3-6.

DESIGN MOMENT CONNECTIONS FOR FULL MOMENT CAPACITY OF

THE MEMBER OR THE POSTED MOMENT ALONG WITH THE SHEAR

LOADS NOTED ABOVE.

AXIALLY LOADED MEMBERS SHALL BE DESIGNED USING THE

POSTED LOADS AND THE AISC UNIFORM FORCE METHOD.

ALL SHEAR CONNECTIONS SHALL BE AS A MINIMUM FULL DEPTH

OF MEMBER.

ALL BOLTS SHALL BE ASTM A325 FULLY TENSIONED BEARING

BOLTS WITH SHORT SLOTTED HOLES UNLESS NOTED. A325 SLIP

CRITICAL BOLTS SHALL BE USED FOR ALL MOMENT CONNECTIONS

AND AXIALLY LOADED MEMBERS.

ALL WELD SIZES SHOWN ARE SIZED FOR LOAD ONLY. WELDS

SHALL BE INCREASED IN SIZE AS REQUIRED TO MEET AISC

MINIMUMS.

ALL GROOVE WELDS SHOWN ARE FULL PENETRATION WELDS

UNLESS NOTED OTHERWISE.

WELDS NOTED AS PARTIAL PENETRATION GROOVE WELDS SHOW

"EFFECTIVE" SIZE OF WELD.

WELD JOINTS SHALL BE DETAILED BASED ON PROCESS USED AND

POSITION OF WELD TO MEET THE "EFFECTIVE" SIZE SHOWN ON

THE DRAWINGS.

c EXECUTION

VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE

READY TO RECEIVE WORK.

STEEL ERECTION TOLERANCES SHALL BE IN ACCORDANCE WITH

THE CODE OF STANDARD PRACTICE.

5.5 STRUT CHANNELS

a ALL STRUT SYSTEM COMPONENTS SHALL BE AS MANUFACTURED

BY UNISTRUT CORPORATION OR APPROVED EQUAL.

b COMPLY WITH AMERICAN IRON AND STEEL INSTITUTE

SPECIFICATION FOR DESIGN OF COLD FORMED STEEL

STRUCTURAL MEMBERS.

c ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM

STRUCTURAL GRADE STEEL COMFORMING TO ONE OF THE

FOLLOWING ASTMS: A1011SS GR 33, A653 GR 33.

d ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO THE FOLLOWING ASTMs: A575, A576, A36 OR A635.

e STRUT CHANNELS SHALL BE 1-5/8" WIDE IN VARYING HEIGHTS

AND WELDED COMBINATIONS AS REQUIRED TO MEET LOAD

CAPACITIES AND DESIGNS INDICATED ON THE DRAWINGS.

f STRUT SYSTEMS SHALL BE FINISHED WITH ONE OF THE

FOLLOWING: ELECTRO-GALVANIZED ASTM B633 TYPE III SC1,

PRE-GALVANIZED HOT-DIPPED PROCESS PRIOR TO FORMING G90

ASTM S654, HOT-DIPPED GALVANIZED AFTER ALL

MANUFACTURING OPERATIONS ARE COMPLETE PER ASTM A123 OR

A153.

g SET STRUT SYSTEM COMPONENTS INTO FINAL POSITION TRUE TO

LINE, LEVEL AND PLUMB IN ACCORDANCE WITH SHOP DRAWINGS.

ANCHOR MATERIAL FIRMLY IN PLACE. TIGHTEN ALL

CONNECTIONS TO THEIR RECOMMENDED TORQUES.

STRUCTURAL ABBREVIATIONS LEGEND:

A.B.S. - ANCHOR BOLTS

ARCH - ARCHITECTURAL DRAWINGS

B/ - BOTTOM OF

BOTT. - BOTTOM

CGF - COMPACTED GRANULAR FILL

CL - CENTERLINE

CMU - CONCRETE MASONRY UNITS

CONT. - CONTINUOUS

CONC - CONCRETE

E - EXISTING MATERIAL

FT - FOOT

GC - GENERAL CONTRACTOR

HD - HOLD DOWN

HKD - HOOKED

k - KIP

LBS - POUNDS

MEP - MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS

N - NEW MATERIAL

O.C. - ON CENTER

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PCF - POUNDS PER CUBIC FOOT

RD - ROOF DRAIN

STL - STEEL

SOG - SLAB ON GRADE

T/ - TOP OF

U.N. - UNLESS NOTED

VB - VAPOR BARRIER

VIF - VERIFY IN FIELD

W/ - WITH

# - POUNDS OR NUMBER

SSE - SPECIALTY STRUCTURAL ENGINEER

SER - STRUCTURAL ENGINEER OF RECORD

CONTRACTOR - DESIGNATED REPRESENTATIVE FOR CONSTRUCTION

COR - CONTRACTING OFFICER'S REPRESENTATIVE

1.5 STRUCTURAL STABILITY AND CONSTRUCTION

a INDIVIDUAL STRUCTURAL COMPONENTS ARE DESIGNED TO

SUPPORT LOADS IN THEIR FINAL ERECTED POSITION AS PART OF

THE TOTAL COMPLETED STRUCTURE.

b GENERAL CONTRACTOR TO PROVIDE TEMPORARY GUYING AND

BRACING AS REQUIRED UNTIL ALL CONSTRUCTION AFFECTING

LATERAL STABILITY IS COMPLETED.

c GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

STABILITY OF STRUCTURE, ITS PARTS BY USE OF GUYING, BRACING,

SHORING, BARRICADES, SAFETY RAILINGS AND DEVICES DURING

THE ENTIRE PERIOD OF CONSTRUCTION.

d GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL

JOB SITE SAFETY AND MEANS AND METHOD OF CONSTRUCTION.

1.6 SHOP DRAWINGS AND TEST REPORTS

a GENERAL CONTRACTOR SHALL CHECK ALL SHOP DRAWINGS BEFORE

SUBMITTAL TO SER FOR REVIEW.

b GENERAL CONTRACTOR SHALL PREPARE A SHOP DRAWING

SUBMITTAL SCHEDULE WITH A MINIMUM OF TWO WEEKS INCLUDED

FOR THE SER'S REVIEW OF EACH SUBMITTAL LISTED BELOW.

c REVIEW BY SER WILL BE FOR CONFORMANCE TO GENERAL LAYOUT

AND DESIGN INTENT ONLY.

d GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

ACCURACY OF DIMENSIONS, FABRICATION, FIT UP OF PARTS AND

BILLS OF MATERIALS.

e GENERAL CONTRACTOR SHALL COORDINATE WORK OF VARIOUS

TRADES AND MAKE NECESSARY FIELD MEASUREMENTS.

f THE CONTRACT SPECIFICATIONS PROVIDE A COMPLETE LISTING OF

SUBMITTALS.

1.7 DEFERRED SUBMITTALS - OWNER SPECIFIED DESIGN DELEGATED

COMPONENTS TO BE PROVIDED BY CONTRACTOR'S ENGINEER

a CERTAIN COMPONENTS OF THE COMPLETED

CONSTRUCTION ARE DESIGN DELEGATED TO THE

MANUFACTURER OF THE COMPONENT. THE

MANUFACTURER'S SSE SHALL BE RESPONSIBLE FOR

THE DESIGN OF THE COMPONENT. THE FOLLOWING

ARE DESIGNATED TO BE DESIGN DELEGATED

COMPONENTS ON THIS PROJECT:

b STRUCTURAL STEEL CONNECTIONS c TEMPORARY SHORING AND BRACING d OTHER WORK AS LISTED ON DRAWINGS, SPECIFICATIONS AND CUSTOMARY INDUSTRY

STANDARDS. WHERE DELEGATION OF DESIGN IS

SPECIFIED,

e THE MANUFACTURER SHALL BE RESPONSIBLE FOR RETAINING THE

SERVICES OF A LICENSED SPECIALTY STRUCTURAL ENGINEER (SSE)

IN THE STATE HAVING JURISDICTION. THE SSE SHALL DESIGN AND

DETAIL COMPONENTS TO MEET GOVERNING BUILDING CODES,

STANDARDS AND THE SPECIFIED PERFORMANCE CRITERIA. SIGNED

AND SEALED CALCULATIONS SHALL BE SUBMITTED FOR RECORD.

THE DESIGN DELEGATED SSE SHALL BE SOLELY RESPONSIBLE FOR

THE DESIGN OF THE COMPONENT.

f SSE SUBMITTALS WILL BE REVIEWED BY THE SER FOR LOADING

CRITERIA AND GENERAL CONFORMANCE TO THE PRIMARY

STRUCTURAL SYSTEM.

1.8 DEMOLITION

a THE ARCHITECTURAL DEMOLITION DRAWINGS INDICATE THE

GENERAL AREAS OF DEMOLITION. THE GENERAL CONTRACTOR

SHALL VERIFY IN THE FIELD ALL ITEMS TO BE REMOVED TO MEET

THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

b THE GENERAL CONTRACTOR SHALL CAREFULLY REMOVE ONLY THE

EXISTING ITEMS IDENTIFIED ON THE ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

c IN NO CASE SHALL THE REMOVAL OF ANY PORTION OF THE

EXISTING STRUCTURE BE PERFORMED IN SUCH A WAY AS TO

AFFECT THE STRUCTURAL INTEGRITY OF THE REMAINING PORTION

OF THE BUILDING.

d THE GENERAL CONTRACTOR SHALL NOTIFY COR IMMEDIATELY OF

ANY STRUCTURAL ITEMS WHICH NEED TO BE DEMOLISHED BUT ARE

NOT CLEARLY IDENTIFIED ON THE STRUCTURAL OR ARCHITECTURAL

DRAWINGS.

e THE GENERAL CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE

DEMOLITION TO THE EXISTING STRUCTURE TO ONLY THAT

REQUIRED TO INSTALL THE NEW BUILDING MODIFICATIONS.

ADDENDUM #1 05/28/2025

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No.VA CONTRACT NO. 05/28/2025

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

mw pw

578-20-002

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071 Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

STRUCTURAL - GENERAL NOTES

S001

E

D

S19

S18

S17

N9N8

BARIATRIC

PATIENT

ROOM

B149

TOILET

B148

(E) W16x26

(E ) W x2

(E ) W x2

(E ) W x2

(E) W16x26

(E ) W x1

(E ) W x1

(E ) W x1

P1001-3

P1001-3

P1

P1

P1001-3

P1001-3

P1001-3

P1

P1

BR

AC

E

P1

BR

AC

E

P1

BR

AC

E

P1

BR

AC

E

P1

BR

AC

E

P1000 BRACE

P1000 BRACE

P1000 BRACE

P1000 BRACE

SF101

SF101

SF101

P1000 BRACE

SF101

E

DS9 S8

N19

N17

BARIATRIC

PATIENT

ROOM

C149

TOILET

C148

(E) W16x26

(E ) W x1

(E ) W x1

(E ) W x1

(E ) W x2

(E ) W x2

(E ) W x2

(E) W16x26

P1001-3

P1001-3

P1001-3

P1

P1

BR

AC

E

P1

BR

AC

E

P1000 BRACE

P1000 BRACE

P1000 BRACE

P1001-3

P1001-3

P1

P1

P1

BR

AC

E

P1

BR

AC

E

P1

BR

AC

E

P1000 BRACE

SF101

SF101

SF101

SF101

3/

4" (V

.I.

F.

T/ EXIST. SLAB

EL. 113'-4" (V.I.F.)

T/ EXIST. CEILING

EL. 113'-4" (V.I.F.)

EXIST. COMP. DECK SLAB (V.I.F.)

EXIST. COMP. DECK (V.I.F.)

EXIST. W16 (V.I.F.)

ADJUSTABLE UNISTRUT ANGLE

CONN., TYP. EACH END

UNISTRUT P1000 BRACE

UNISTRUT (3) P1001 , TYP.

1/2"Ø HANGER, TYP.

EXIST. W16 (V.I.F.)

3/

4" (V

.I.

F.

T/ EXIST. SLAB

EL. 113'-4" (V.I.F.)

T/ EXIST. CEILING

EL. 113'-4" (V.I.F.)

UNISTRUT (3) P1001 , TYP.

1/2"Ø HANGER, TYP.

UNISTRUT P1001

ADJUSTABLE UNISTRUT ANGLE

CONN., TYP. EACH END

PATIENT LIFT RAIL BY OTHERS

UNISTRUT BEAM CLAMP, TYP.

EACH SIDE OF BEAM

EXIST. W16 (V.I.F.)

UNISTRUT BEAM CLAMP, TYP.

EACH SIDE OF BEAM

EXIST. W10 (V.I.F.)

3/

4" (V

.I.

F.

T/ EXIST. SLAB

EL. 113'-4" (V.I.F.)

T/ EXIST. CEILING

EL. 113'-4" (V.I.F.)

EXIST. W10 (V.I.F.)EXIST. W10 (V.I.F.)

UNISTRUT (3) P1001 , TYP.

1/2"Ø HANGER, TYP.

ADJUSTABLE UNISTRUT ANGLE

CONN., TYP. EACH END

UNISTRUT P1001

UNISTRUT P1000 BRACE

UNISTRUT P1000 BRACE

PATIENT LIFT RAIL BY OTHERS

EXIST. COMP. DECK SLAB (V.I.F.)

EXIST. COMP. DECK (V.I.F.)

EXIST. COMP. DECK SLAB (V.I.F.)

EXIST. COMP. DECK (V.I.F.)

3/

4" (V

.I.

F.

T/ EXIST. SLAB

EL. 113'-4" (V.I.F.)

T/ EXIST. CEILING

EL. 113'-4" (V.I.F.)

UNISTRUT P1000

3/16" TAPCONS IN 2 LOW

CELLS MIN.

EXIST. COMP. DECK SLAB (V.I.F.)

EXIST. COMP. DECK (V.I.F.)

ADJUSTABLE UNISTRUT ANGLE

CONN., TYP. EACH END

UNISTRUT P1000 BRACE

UNISTRUT (3) P1001 , TYP.

1/2"Ø HANGER, TYP.

PATIENT LIFT RAIL BY OTHERS

PATIENT LIFT RAIL BY OTHERS

UNISTRUT P1000 BRACE

ADJUSTABLE UNISTRUT ANGLE

CONN., TYP. EACH END

PATIENT LIFT RAIL BY OTHERS

BUILDING 217 KEY PLANN

N 1/4" = 1'-0"

1 STRUCTURAL - FIRST FLOOR - REFLECTED CEILING PLAN - BARIATRIC ROOM B149

N

1/4" = 1'-0"

2 STRUCTURAL - FIRST FLOOR - REFLECTED CEILING PLAN - BARIATRIC ROOM C149

ADDENDUM #1 05/28/2025

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No.VA CONTRACT NO. 05/28/2025

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

mw pw

578-20-002

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071 Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

3/4" = 1'-0"

3 FRAMING SECTION

3/4" = 1'-0"

4 FRAMING SECTION

3/4" = 1'-0"

5 FRAMING SECTION

3/4" = 1'-0"

6 FRAMING SECTION

STRUCTURAL - FRAMING PLAN AND DETAILS

- BARIATRIC ROOMS

SF101

N

O

P

Q

S

R

1010.11111.111.21213141515.1

(E ) W x3

(E) W12

(E) W12

(E) W12

(E) W12

(E) W12

(E ) W x3

(E ) W x5

(E) W12

(E) W12

(E) W12

(E) W12

(E) W12

(E) W12

(E) W12

(E) W12

(E ) W x3

(E ) W x3

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12

(E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E) W12 (E) W12

(E ) W x3

(E ) W x3

(E ) W x3

(E ) W x3

(N ) W x2

(1

'-5

(N) W8x24 (125'-5")

(N) W16x36 (126'-5")

(N) W8x10 (126'-5")

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(N) W8x21

(N) W16x36 (126'-5")

(N) W8x10 (126'-5")

(125'-5")

(N) W10x22 (125'-5")

ACCU-1 (6,423#)

AHU-1 (6,838#)

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EXIST. METAL ROOF DECK (V.I.F.)

L4x4x3/8x0'-6"

L4x4x3/8 FRAME

EXIST. WF (V.I.F.)

NOTE A:

VERIFY MECHANICAL ROOF CURB

LOCATIONS W/ MECHANICAL

CONTRACTOR. ALIGN L4x4 BELOW ALL

ROOF TOP CURBS. COORDINATE

LOCATIONS W/ MECHANICAL DWGS.

NOTE A

NO

TE

A

L4x4x3/8

L4x4x3/8

L4x4x3/8x0'-6", TYP.

1/8

TYP.

3/16

TYP.

TYPICAL ROOF OPENING FRAME @ GIRDER

SF102

L4 x4 x3 /8

ROOF TOP UNIT, SEE EQUIP. MFR. DWGS.

ROOF TOP UNIT CURB, SEE EQUIP.

MFR. DWGS.

3/16

12" CONT.

2-8 AT ENDS

3/16 2-8

EXIST. METAL ROOF DECK (V.I.F.)

EXIST. WF (V.I.F.)

NEW WT5 BEAM REINF., SEE PLAN

BUILDING 217 KEY PLANN

N 1/8" = 1'-0"

1 STRUCTURAL - ROOF FRAMING PLAN - FOLDING PARTITIONS

ADDENDUM #1 05/28/2025

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No.VA CONTRACT NO. 05/28/2025

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

mw pw

578-20-002

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071 Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

STRUCTURAL - ROOF FRAMING PLAN AND

DETAILS - FOLDING PARTITIONS

SF102

SHEET KEY NOTES

GENERAL SHEET NOTES

1 PROVIDE STEEL ROOF OPENING FRAME PER 2/SF102 FOR ALL MECHANICAL OPENINGS

AND UNDER ROOF TOP UNIT CURBS. REFER TO MECHANICAL SHEETS FOR SIZE AND

LOCATIONS.

2 PROVIDE STEEL BEAM REINFORCING PER 4/SF102.

CONTRACTOR NOTE:

CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO ENSURE

ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS BEEN IDENTIFIED

AND ANY WORK REQUIRED TO MODIFY EXISTING IS INCLUDED IN BID PRICE.

NTS

2 ROOF FRAME OPENING DETAIL

NTS

3 ROOF FRAME OPENING DETAIL

NTS

4 ROOF FRAME OPENING DETAIL

AutoCAD SHX Text

O

15.116 /2 AE401.4

/3 AE401.4

A E

.4

A E

.4 RECEPTION

1A104A

A

E .4

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A E

.4

/9 AE401.4

2'

- 1

1"

2'

- 7

2' - 2 3/4"

1' - 0"

R 2' - 7"

R 2'

- 7

105.00°

R 1' - 0"

9'

- 4

/1

6"

2' - 1"

9' - 7 1/16"

R 1'

- 7"

2' - 6 3/16"

2"

2' - 10 3/16" 2' - 9 7/8" 2' - 2 3/16"

2"

2' - 0 3/16" 1"

2'

- 0

/1

6"

2"

2'

- 0

/1

6"

2"

2'

- 0

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6"

3/

8"

1'

- 6

/1

6"

TY

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- 0

4"

15.00°

AE542

Sim

SS-3

PL-1

SS-3

AE542

Sim

PNL-3 PNL-3 PNL-3 PNL-3 PNL-3

AE542

Sim

SS-3

M1801

PNL-1 PNL-1

4'

- 1

0"

AE542

Sim

WP-2

RB-1WP-3

SS-3

PL-1

RB-1

PNL-3 PNL-3 PNL-3

WP-11

AE542

Sim

SS-3

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RB-1

PNL-3PNL-3 PNL-3 PNL-3 PNL-3 PNL-3

8" 2'

- 1 0"

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M1801

F0280

M1840

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M1801

F0280

AE542

Sim

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- 6

2'

- 1

0"

SS-3

PL-1

RB-1

SS-3

M1801

F0280 F0280

SS-3

PL-1

SS-3

PL-1

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

Date 7

ARCHITECTURAL - ENLARGED PLAN -

PRIMARY CARE CLINIC & ENTRANCE LOBBY

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE401.4

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

N 1/4" = 1'-0"

ARCHITECTURAL - ENLARGED PLAN - RECEPTION 1A104A

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - EXTERIOR - WEST

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - EXTERIOR - EAST

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - EXTERIOR - SOUTH

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - EXTERIOR - NORTH

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - INTERIOR - NORTH

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - INTERIOR - EAST

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - INTERIOR - SOUTH

1/2" = 1'-0"

ELEVATION - RECEPTION DESK - INTERIOR - WEST

Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

F0780

F0225

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0780

WP-1

RB-1

WP-1

RB-1

RB-1

WP-12 WP-12

PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2

SS-3

5'

- 0

EQ EQ EQ EQ EQ EQ EQ EQ

AE552

Sim

AE551

Sim

RB-1

WP-6

WP-12

F0225

F0225

F0225

F0225

F0225

RB-1

WP-1

AE531

Typ.

AE541

Typ.3

AE541

Typ.

2'

- 1

0"

WP-12SS-3

WP-12

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

Date 7

ARCHITECTURAL - ELEVATIONS - DINING

ROOM 1A118

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE402.1

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

1/2" = 1'-0"

ELEVATION - 1A118 EAST

1/2" = 1'-0"

ELEVATION - 1A118 NORTH

1/2" = 1'-0"

ELEVATION - 1A118 WEST

Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

AE551

Sim

RB-1

WP-1

RB-1 RB-1

WP-1

F0225

F0780

F0225

F0780

F0225

F0780

F0225

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F0225

F0780

F0225

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WP-13 WP-13 WP-13

PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2

SS-3

EQ EQ EQ EQ EQ EQ EQ EQ

5'

- 0

AE552

Sim

AE551

Sim

RB-1

WP-1

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F0225

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F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0225 F0225

F0225

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F0225WP-1

WP-13

AE551

Sim

AE551

Sim

F0225

F0225

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SS-3

WP-1

WP-1

WP-1

F0225 F0225 F0225

RB-1WP-13

SS-3

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

Date 7

ARCHITECTURAL - ENLARGED PLAN - DINING

ROOM 2A18

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE403.1

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

1/2" = 1'-0"

ELEVATION - 2A18 EAST

1/2" = 1'-0"

ELEVATION - 2A18 NORTH

1/2" = 1'-0"

ELEVATION - 2A18 WEST

1/2" = 1'-0"

ELEVATION - 2A18 SOUTH

Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

DN

FEC

N

O

1515.116

PEDASTAL MOUNTED

ENGINEERED WOOD

DECKING

PLANTER BOX

PLANTER BOX

AE521

4' - 0" 4' - 0"

2'

- 0

4' - 0" 4' - 0"

2'

- 0

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK –

GENERAL NOTES” REGARDING THE VA’S DISCRETION IN SELECTING

WORK TO BE DONE AFTERHOURS/OFF-HOURS.

B. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK

C. REFER TO GENERAL NOTES ON GI001 AND GI002.

D. REFER TO SHEET SERIES AF AND QH FOR FINISHES AND EQUIPMENT.

E. REFER TO SHEET ANNN FOR DETAILS FOR WALL GUARDS, CRASH

RAILS, HANDRAILS, INTEGRAL COVE BASE, CORNER GUARDS.

F. REVIEW THIS DRAWING IN CONJUNCTION WITH CORRESPONDING

FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL

DRAWINGS FOR FULL SCOPE OF CONSTRUCTION WORK.

G. UNLESS OTHERWISE NOTED ALL WALLS TO BE TYPE '1'. REFER TO

SHEET AE501 FOR PARTITION TYPES.

H. REFER TO SHEET AE601 FOR DOOR AND WINDOW SCHEDULES.

I. ALL DIMENSIONS ARE TO THE FINISHED FACE.

J. SEAL/FIRESTOP ALL OPENINGS IN ALL FIRE RATED WALLS TO

CREATE A CONTINUOUS SYSTEM. INCLUDES ALL EXPOSED CONDUIT

AND PIPING.

K. EACH PARTITION NOTED TO CARRY AN ACOUSTIC RATING SHALL

CARRY THAT RATING IN THE ENTIRETY OF ITS CONSTRUCTION TO

CREATE A CONTINUOUS SYSTEM. INCLUDES PLACEMENT AND

SEALING OF PENETRATIONS, JUNCTION BOXES, ETC. UNLESS NOTED

OTHERWISE, PARTITIONS SHALL EXTEND TO THE STRUCTURE ABOVE

AND ACCOMMODATE ITS PROFILE.

L. NEW DOOR INSTALLATIONS SHALL COMPLY WITH THE FOLLOWING

UNLESS OTHERWISE NOTED: (A) ON THE PUSH SIDE OF DOORS:

PROVIDE A MINIMUM CLEARANCE OF 12" AT THE LOCK/LATCH SIDE

FACE OF DOOR FRAME OPENING TO ANY FIXED CONSTRUCTION

THAT WOULD BE ADJACENT TO THE FACE OF PARTITION. (B) ON THE

PULL SIDE OF DOORS: PROVIDE A MINIMUM CLEARANCE OF 18" AT

THE LOCK/LATCH SIDE FACE OF DOOR FRAME OPENING TO ANY

FIXED CONSTRUCTION THAT WOULD BE ADJACENT TO THE FACE OF

PARTITION. (C) IN METAL FRAMED GYPSUM BOARD PARTITIONS

TYPICALLY ON THE PULL SIDE OF DOORS WHERE THE HINGE SIDE OF

A DOOR FRAME IS PLACED ADJACENT TO ANY FIXED CONSTRUCTION,

LOCATE THE DOOR SIDE FRAME OPENING 4" FROM THE FIXED

CONSTRUCTION.

M. PROVIDE METAL BACKING PLATE AT ALL WALL MOUNTED ITEMS, SEE

EQUIPMENT PLANS AND SCHEDULES.

N. NEW SUBSURFACE FLOOR PREPARATION: THE EXISTING CONCRETE

FLOOR SUB-SURFACES RESULTING FROM THE REMOVAL OF OLD

FLOOR FINISHES (I.E., CERAMIC TILE, VCT, MASTICS, VINYL SHEETS,

ABATEMENTS, CARPETING, ETC.) OR GOING OVER CONCRETE FLOOR

REPAIRS OR INFILLS SHALL BE ENTIRELY SKIM COATED TO A

SMOOTH AND LEVEL FINISH, TO BE LEVEL WITH ALL ADJACENT

FLOOR SURFACES REQUIRING EXISTING FLOOR FINISH REMOVALS

AND/OR NEW FLOOR FINISHES, SUCH THAT THE FINAL FINISHED

FLOORS ARE SMOOTH AND LEVEL AND HAVE FINISH TRANSITIONS AS

SHOWN AND INTENDED. FOR BIDDING PURPOSES, FLOOR SKIM

COATING SHALL BE FIGURED AT 3/4” THICKNESS AVERAGE

O. FURRED PARTITIONS EXTEND TO STRUCTURE ABOVE, UNLESS

NOTED OTHERWISE.

GENERAL NOTES FLOOR PLAN

EXISTING

CONSTRUCTION

TO REMAIN

NEW PARTITION

WALL

MATCHLINE

LIMITS OF NEW

CONSTRUCTION

FIRE

EXTINGUISHER

CABINET - REFER

TO DETAIL AE561

FLOOR PLAN LEGEND

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

BUILDING 217 KEY PLANN

Date 7

ARCHITECTURAL - ENLARGED PLAN -

SECOND FLOOR PATIO

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE406

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

N 1/4" = 1'-0"

ARCHITECTURAL - ENLARGED PLAN - SECOND FLOOR PATIO

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

F0780

F0225 F0225

F0780

PT-9

M0506

SS-5

PL-1

AE542

FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1

FLM-1

FLM-1 FLM-1 FLM-15'

- 3

4' - 9"4' - 7 5/16" 4' - 6 1/4" 3' - 10 7/8" 3' - 10 7/8" 3' - 10 7/8" 3' - 10 7/8" 3' - 10 7/8" 3' - 8 11/16" 3' - 8 11/16" 5' - 0 1/4" 2' - 3"

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

Date 7

ARCHITECTURAL - ELEVATIONS - DEMENTIA

UNIT

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE407.3

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

1/2" = 1'-0"

ELEVATION - DEMENTIA UNIT COMMUNITY SPACE - SOUTH

Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

F0780

SS-5

PL-1

FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-15'

- 3

2' - 1 9/16" 4' - 1 9/16" 4' - 1 9/16" 4' - 1 9/16" 4' - 1 9/16" 3' - 5 7/16" 3' - 5 7/16" 3' - 5 7/16" 3' - 5 7/16" 3' - 5 11/16" 3' - 4 11/16"

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

Date 7

ARCHITECTURAL - ELEVATIONS - DEMENTIA

UNIT

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE407.4

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

1/2" = 1'-0"

ELEVATION - DEMENTIA UNIT COMMUNITY SPACE - NORTH

Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

SS-5

PL-1

FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1 FLM-1FLM-1

5'

- 3

3' - 4 11/16" 3' - 5 11/16" 3' - 5 7/16" 3' - 5 7/16" 3' - 5 7/16" 3' - 5…