P09 Final Drawings - 48 pages.pdf

PDF 18 MB Posted Aug 5, 2020

Attached to: Z2DA--Construct Building 7, P/N 657-345 Federal contract opportunity
Solicitation number: 36C25520R0102
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract solicitation and related technical drawings. Solicitation number 36C25520R0102 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15 is seeking bids to construct Building 7, with project number 657-345. The related 48-page PDF file titled "P09 Final Drawings" contains the technical specifications and drawings for the project, which involves constructing the specified building. Bids are being solicited to conduct the construction work for Building 7 according to the specifications. The opportunity type is listed as a solicitation.

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Other files for this federal contract opportunity

Other files attached to Z2DA--Construct Building 7, P/N 657-345, newest first.
File	Type	Posted
P09 Spefication Sections 5-33 specs - 948 pages.pdf	PDF	Aug 5, 2020
P09 Final Specification Sections 1 - 4 480 pages.pdf	PDF	Aug 5, 2020
36C25520R0102.docx	DOCX document	Aug 5, 2020

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GI7-1-001

COVER SHEET

TH/KB

DateRevisions

Drawing Title

Approved: Chief Engineer

Approved: Medical Center Director

Project Title

SEISMIC UPGRADE &

REMODEL BUILDING 8

PHASE 3 -BUILDING 7

Building Number Checked Drawn

VAMC- MARION, IL

Date

3/25/2020 Project No.

657-345

DRAWING

NO.

Dwg. Of

Ve te ra ns

Ad m in is tra tio n

Location

FOR CONSTRUCTION

115 n nettleton bonner springs, ks 66012

913.422.5762 ph

309.409.9258 fx bnb design architecture & interiors

KAW VALLEY ENGINEERING, INC. - CONSULTING ENGINEERS

Offices: Junction City, Ks. Kansas City, Mo. Lenexa, Ks.

Salina, Ks. Emporia, Ks Wichita, Ks.

14700 W. 114TH TERRACE

LENEXA, KANSAS 66215

913-894-5150 FAX 913-894-5977

E-MAIL lx@kveng.com

WEB SITE www.kveng.com

Phone: 816.221.1411 | Fax: 816.221.1429

1730 Walnut Street Kansas City, Missouri 64108

1915 Frederick Avenue, St. Joseph, Missouri 64501

LANKFORD | FENDLER + ASSOCIATES, CONSULTING ENGINEERS, INC.

15377 W 95TH STREET

LENEXA, KS 66219

913.825.9381

VETERANS ADMINISTRATION

VAMC, MARION, IL

STEEL

CONCRETE

ALUMINUM

BRICK

WOOD (FINISHED)

COMPACTED GRAN. FILL

BATT INSULATION

GYPSUM WALL BOARD

(SMALL SCALE)

CONTINUOUS

WOOD BLOCKING

HATCH INDICATIONS SHOWN AS GUIDE ONLY; HATCHING SCALES MAY NEED TO BE MODIFIED DEPENDING UPON SCALE USED

MATERIALS INDICATION

NON-CONTINUOUS

WOOD BLOCKING

EARTH

GYPSUM WALL BOARD

(LARGE SCALE)

PLYWOOD

RIGID INSULATION

SAND

PRECAST

ASPHALT

YY.Y

XYY.Y

YY.Y

CONTROL POINT

KEYED NOTE

CENTER LINE MARK

REVISION NUMBER

T.O.

X'-X" A.F.F.

ELEVATION DATUM

EXISTING COLUMN LINE

NEW COLUMN LINE

EXTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

NEW PARTITION

NEW DOOR

W/ DOOR NUMBER X

X X

ROOM NAME & NUMBER

WINDOW NUMBER

PARTITION TYPE

XXX

DETAIL MARK

X = DETAIL NUMBER

Y = SHEET NUMBER

NORTH ARROW

SECTION MARK

X = SECTION NUMBER

Y = SHEET NUMBER

INTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

LAVATORY

LINEAR FEET

LINTEL

KNEE BRACE

LAV

LNTL

BLDG

BLKG

BOD

BTWN

ACT

ADJ

ADJC

AFF

ALT

ALUM

ARCH

AVG

REFER TO THE MATERIAL LEGEND FOR ABBREVIATIONS RELATED TO FINISHES NOT HERE LISTED

BOARD

BLINDS

BUILDING

BLOCKING

BOTTOM OF DECK

BRICK

BETWEEN

ACOUSTIC CEILING TILE

ADJUSTABLE

ADJACENT

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

ARCHITECTURAL

AVERAGE

ABBREVIATIONS LIST

ON CENTER

OUTSIDE FACE

OPENING

OPPOSITE

OPNG

OPP

NIC

NOM

NTS

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

REF

REINF

REQD

REV

RLG

RISER OR RADIUS

RUBBER BASE

ROOF DRAIN

REFERENCE

REINFORCED

REQUIRED

REVISION

RAILING

ROOM

ROUGH OPENING

PBD

PLBG

PLS

PREF

PROP

PTD

PTN

PWD

PAINT

PARTICLE BOARD

PLASTIC LAMINATE

PLUMBING

PLASTIC

PAIR

PREFINISHED

PROPERTY

PRESSURE TREATED

PAINTED

PARTITION

PLYWOOD

CAB

CLNG

CMU

COL

CONC

CONST

CONT

CRT

CSJ

CST

CARPET

CABINET

CATCH BASIN

CONCRETE, COLORED

CORNER GUARD

CONTROL JOINT

CENTERLINE

CEILING

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

COMMUNICATIONS PANEL

CATHODE RAY TUBE

CONSTRUCTION JOINT

CONCRETE, SEALED

CONCRETE, STAINED

CERAMIC TILE

ELECT

ELEV

EQUIP

ETR

EWC

EXT

EXTG

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATION

ELECTRICAL PANEL

EQUAL

EQUIPMENT

EXISTING TO REMAIN

ELECTRIC WATER COOLER

EXTERIOR

EXISTING

DEMOLITION

DIAMETER

DIMENSION

DOWN

DOOR

DOWNSPOUT

DETAIL

DRAWING

DEMO

DIA

DIM

DTL

DWG

MAS

MAT

MAX

MDF

MECH

MFR

MIN

MIR

MISC

MTD

MTL

MASONRY

MATERIAL

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL

MANUFACTURER

MANHOLE

MINIMUM

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOUNTED

METAL

TEL

TGL

TYP

TREAD

TOP OF CONCRETE

TELEPHONE

TEMPERED GLASS LITE

TOP OF JOIST

TOP OF STEEL

TOP OF WALL

TYPICAL

VCT

VERT

VIF

YARDYD

W W/

WCL

WDW

WPG

WIDTH

WITH

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WITHOUT

WATERPROOFING

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VERIFY IN FIELD

UON

UNFINISHED

UNLESS OTHERWISE NOTED

URINAL

JOINT

INSUL

HDBD

HDW

HDWD

HOR

HWH

INSIDE FACE

INSULATION

HOLLOW CORE

HEAD

HARDBOARD

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HANDRAIL

HEIGHT

HOT WATER HEATER

GRANITE

GAUGE

GLASS

GRADE

GROUT

GYPSUM WALLBOARD

GWB

FABRICATED

FAN COIL UNIT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH GRADE

FIRE HOSE CABINET

FINISH

FLOOR

FLASHING

FLOOR TILE

FIREPROOFING

FIRE RATING

FIBERGLASS REINFORCED PANEL

FLOOR SINK

FEET

FOOTING

FIRE TREATED WOOD

FABRIC WRAPPED PANEL

SCH

SECT

SHTH

SIM

SOF

SPEC

SSM

SST

STD

STL

STR

SUSP

SYS

SOLID CORE

SCHEDULE

SECTION

SHEATHING

SIMILAR

SINK

SHEET METAL

SOFFIT

SPECIFICATIONS

SQUARE

SOLID SURFACING MATERIAL

STAINLESS STEEL

STANDARD

STEEL

STRUCTURE

SUSPENDED

SLAT WALL

SYSTEM

FAB

FCU

FDN

FEC

FHC

FIN

FLR

FLG

FLT

FPG

FRP

FSK

FTG

FTWD

FWP

YY.Y

XYY.Y

YY.Y

CONTROL POINT

KEYED NOTE

CENTER LINE MARK

REVISION NUMBER

T.O.

X'-X" A.F.F.

ELEVATION DATUM

EXISTING COLUMN LINE

NEW COLUMN LINE

EXTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

NEW PARTITION

NEW DOOR

W/ DOOR NUMBER X

X X

ROOM NAME & NUMBER

WINDOW NUMBER

PARTITION TYPE

XXX

DETAIL MARK

X = DETAIL NUMBER

Y = SHEET NUMBER

NORTH ARROW

SECTION MARK

X = SECTION NUMBER

Y = SHEET NUMBER

LEGEND - SYMBOLS

INTERIOR ELEVATION MARK

X = ELEVATION NUMBER

Y = SHEET NUMBER

MEDICAL CENTER

NETWORK 15

DEPARTMENT OF VETERANS AFFAIRS

PROJECT LOCATOR

PROJECT LOCATION

KEY PLAN

Approval Signature COR, Marion VAMC

Approval Signature Safety, Marion VAMC

Approval Signature VA Police, Marion VAMC

Approval Signature Infection Prevention, Marion VAMC

Approval Signature Patient Safety, Marion VAMC

Approval Signature Mental Health, Marion VAMC

Approval Signature Women Veterans Program Manager, Marion VAMC

Approval Signature Information Security Officer, Marion VAMC

Approval Signature Privacy Officer, Marion VAMC

Approval Signature Energy Engineer, Marion VAMC

Approval Signature Environmental Management, Marion VAMC

Approval Signature Interior Designer, Marion VAMC

Approval Signature Strategic Planner, Marion VAMC

Approval Signature Office of Information and Technology, Marion VAMC

Approval Signature Logistics, Marion VAMC

Approval Signature Nursing Service, Marion VAMC

Approval Signature Chief of Engineering, Marion VAMC

Approval Signature Associate Director Patient Care Services, Marion VAMC

Approval Signature Chief of Staff, Marion VAMC

Approval Signature Associate Director, Marion VAMC

Approval Signature Director, Marion VAMC

BUILDING 37

SEISMIC UPGRADE AND REMODEL BUILDING 8 PHASE 3-

BUILDING 7, PROJECT NUMBER 657-345

INDEX OF DRAWINGS

APPLICABLE CODES AND STANDARDS

OCCUPANCY TYPES:

OCCUPANCY CLASSIFICATION

B- BUSINESS

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2017 NATIONAL ELECTRIC ELECTRIC CODE

NFPA 101, LIFE SAFETY CODE, 2018

CONSTRUCTION TYPE

BUILDING INFORMATION

2-B

SPRINKLED

DESCRIPTION OF THIS WORK PHASING OUTLINE LIST IS AS A

COURTESY AND REPRESENTS A RECOMMENDATION OF THE

PROJECT PHASING. IT DOES NOT ABSOLVE THE GC AND

SUB-CONTRACTORS FROM THE REQUIREMENTS OF SUBMITTING

A MORE DETAILED WORK PLAN FOR APPROVAL BY THE MARION

VA MEDICAL CENTER AND THE DEPARTMENT OF VETERANS

AFFAIRS AND ANY OTHER GOVERNING BODIES. AS A GENERAL

GUIDANCE THE WORK PLAN SHALL PROVIDE A WORK FLOW THAT

PROVIDES THE LEAST AMOUNT OF DISRUPTION TO THE USE AND

TYPICAL OPERATION OF THE MEDICAL FACILITIES. IN ALL WORK

AREAS GC TO PAY PARTICULAR ATTENTION TO EXISTING

SERVICES LINES AND TAKE PROPER PRECAUTIONS AND

COORDINATION FOR SAFE WORK METHODOLGY

THE GC MAY PROPOSE ALTERNATE PHASING PLAN FOR REVIEW.

ALL PHASING SUBJECT TO CHANGE BY COR.

1. VA TO VACATE PHASE ONE AREA

2. GENERAL CONTRACTOR TO CONSTRUCT CONSTRUCTION

BARRIER FOR PHASE ONE.

3. GC. TO COMPLETE ALL WORK ASSOCIATED WITH PHASE

ONE.

4. GC TO PROVIDE TESTING / BALANCING FOR PHASE ONE.

5. GC, COR AND ARCHITECT TO PERFORM PUNCH OF PHASE

ONE AREA.

6. GC TO PROVIDE EMPLOYEE TRAINING FOR PHASE ONE

7. VA TO OCCUPY PHASE ONE.

8. REMOVE ALL CONSTRUCTION BARRIERS FROM ALL PHASES

GENERAL REQUIREMENTS:

1. GC TO COORDINATE ALL ACTIVITIES WITH THE SAFETY OFFICE AND COR- INCLUDING BUT NOT LIMITED TO, HOT WORK PERMITS, LIFT

REQUIREMENTS, SHUTTING DOWN OR REROUTING TRAFFIC AND / OR ACCESS TO AREAS DURING CONSTRUCTION.

2. AN APPROVED SCHEDULE IS REQUIRED WEEKS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. COORDINATE APPROVAL PROCESS WITH

COR.

3. ANY COLLATERAL DAMAGE OCCURRING DURING CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE GC TO REPAIR TO LIKE NEW CONDITION.

4. GC TO COORDINATE WITH COR AND VAMC 4 WEEKS PRIOR TO ANY UTILITY WORK OR CROSS ROAD WORK.

BID ITEM 1: DOCUMENTS AND SPECIFICATIONS AS PROVIDED IN

TOTAL

BID ITEM 2:

DEDUCTIVE ALTERNATE 1:

DELETE THE ASPHALT PAVING FOR THE PARKING LOT

AND REPLACE WITH 12 INCHES OF GRAVEL. THE GRAVEL

SHALL COMPLY WITH SECTION 481 OF THE ILLINOIS

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION..

BID ITEM 3:

DEDUCTIVE ALTERNATE 2:

REPLACE SOLID SURFACE WITH PLASTIC LAMINATE.

BID ITEM 4:

DEDUCTIVE ALTERNATE 3:

REPLACE SOLAR SHADES WITH 1/2" ALUMINUM

HORIZONTAL BLINDS.

BID ITEM 5:

DEDUCTIVE ALTERNATE 4:

REPLACE EIFS WITH METAL PANEL SIDING.

BID ITEM 6:

DEDUCTIVE ALTERNATE 5:

DELETE DEDICATED OUTSIDE AIR SYSTEM WITH

ENERGY WHEEL AND ALLOW INDIVIDUAL UNITS TO

PROVIDE OUTSIDE AIR. THIS WOULD INCREASE THE

INDIVIDUAL UNIT SIZES ACCORDINGLY.

BID ITEM 7:

DEDUCTIVE ALTERNATE 6:

ELIMINATE ONE HVAC ZONE. FROM 5 TOTAL TO 4.

INCREASE OTHER ZONES AS REQUIRED.

BID ITEM 8:

DEDUCTIVE ALTERNATE 7:

ELIMINATE INDIVIDUAL OFFICE CEILING DIFFUSER

DAMPER CONTROLS AND ASSOCIATED WALL THERMOSTAT.

BID ITEM 9:

DEDUCTIVE ALTERNATE 8:

CHANGE FROM LED LIGHTING TO FLUORESCENT

LIGHTING.

BID ITEM 10:

DEDUCTIVE ALTERNATE 9:

USE PEX TUBING IN LIEU OF COPPER TUBING FOR

PLUMBING FIXTURE BRANCH LINES.

PRICING ALTERNATES

THIS LIST OF APPLICABLE CODES AND STANDARDS ARE INTENDED TO BENEFIT THE

CONSTRUCTION OF THE FACILITY. REFER TO THE VA GOVERNMENT TECHNICAL

INFORMATION LIBRARY FOR ALL REGULATORY STANDARDS.

GENERAL

1 of 48 GI7-1-001 COVER

2 of 48 GI7-1-002 LIFE SAFETY CODE PLAN

CIVIL

3 of 48 VF7-1-100 CIVIL SITE- EXISTING CONDITIONS

4 of 48 CD7-1-100 CIVIL SITE- DEMOLITION PLAN

5 of 48 CS7-1-100 CIVIL SITE- SITE & DIMENSION PLAN

6 of 48 CG7-1-100 CIVIL SITE- GRADING AND EROSION CONTROL PLAN

7 of 48 CU7-1-100 CIVIL SITE- UTILITY PLAN

8 of 48 CU7-1-101 CIVIL SITE- WATER PLAN & PROFILE

9 of 48 CU7-1-102 CIVIL SITE- SANITARY SEWER PLAN & PROFILE

10 of 48 CJ7-1-100 CIVIL SITE- DETAILS

11 of 48 CJ7-1-101 CIVIL SITE- DETAILS

ARCHITECTURAL

12 of 48 AF7-1-100 ARCHITECTURAL FLOOR PLAN

13 of 48 AF7-1-101 ARCH REFLECTED CEILING, FURNITURE & FINISH PLAN

14 of 48 AF7-1-102 ARCHITECTURAL ROOF PLAN

15 of 48 AF7-1-103 BUILDING 37 FLOOR PLAN

16 of 48 AE7-1-200 ARCHITECTURAL EXTERIOR ELEVATIONS

17 of 48 AE7-1-300 ARCHITECTURAL INTERIOR ELEVATIONS & DETAILS

18 of 48 AD7-1-400 CASEWORK DETAILS

19 of 48 AW7-1-500 WALL TYPES

20 of 48 AW7-1-501 WALL SECTIONS

21 of 48 AS7-1-600 EXTERIOR DETAILS, ARCH DOOR SCHEDULE

22 of 48 AS7-1-601 FINISH SCHEDULE & LEGENDS SIGNAGE PLAN & SCHEDULE

23 of 48 AS7-1-602 SIGNAGE DETAIL

STRUCTURAL

24 of 48 SS7-G-001 STRUCTURAL GENERAL NOTES

25 of 48 SS7-S-002 TYPICAL CONCRETE DETAILS

26 of 48 SS7-S-003 TYPICAL STEEL DETAILS

27 of 48 SS7-F-100 FOUNDATION FRAMING PLAN

28 of 48 SS7-R-102 ROOF FRAMING PLAN

29 of 48 SS7-B-100 BRACED FRAME DETAILS

30 of 48 SS7-S-100 SECTIONS & DETAILS

FIRE PROTECTION

31 of 48 FH7-100 FLOOR PLAN FIRE PROTECTION

MECHANICAL

32 of 48 MH7-100 FLOOR PLAN- MECHANICAL

33 of 48 MG7-500 MECHANICAL SYMBOLS & DETAILS

34 of 48 MG7-600 MECHANICAL SCHEDULES & DIAGRAMS

PLUMBING

35 of 48 PL7-100 FLOOR PLAN- PLUMBING

36 of 48 PG7-500 PLUMBING SYMBOLS & DETAILS

37 of 48 PG7-600 PLUMBING SCHEDULES & DIAGRAMS

ELECTRICAL

38 of 48 EP7-001 SITE PLAN-ELECTRICAL / TELECOMMUNICATIONS

39 of 48 EP7-100 FLOOR PLAN-POWER

40 of 48 EL7-101 FLOOR PLAN-LIGHTING

41 of 48 EL7-102 FLOOR PLAN-LIGHTING

42 of 48 EY7-102 FLOOR PLAN-SYSTEMS

43 of 48 EG7-500 ELECTRICAL DETAILS

44 of 48 EG7-501 ELECTRICAL DETAILS

45 of 48 EG7-600 ELECTRICAL SCHEDULES & RISER DIAGRAM

46 of 48 EG7-601 ELECTRICAL SCHEDULES, GENERAL NOTES & SYMBOLS

TECHNOLOGY

47 of 48 TN7-100 FLOOR PLAN- TECHNOLOGY

48 of 48 TN7-500 TECHNOLOGY DETAILS

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three-eights inch = one foot

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-eight inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

AutoCAD SHX Text

ARCHITECTURE & INTERIOR DESIGN

AutoCAD SHX Text

MEP ENGINEERING

AutoCAD SHX Text

SURVEYING AND CIVIL ENGINEERING

AutoCAD SHX Text Lankford

AutoCAD SHX Text Fendler

AutoCAD SHX Text associates

AutoCAD SHX Text

STRUCTURAL ENGINEERING

erinb Illinois2

E X

I T

E X

I T

EXIT

RM 100

OCCUPANCY -

BUSINESS AREA

148 SF / 100 SF = 1.48

RM 112

OCCUPANCY -

BUSINESS AREA

2518 SF / 100 SF = 25.18

RM 101

OCCUPANCY -

BUSINESS AREA

100 SF / 148 SF = 1.48

RM 102

OCCUPANCY -

BUSINESS AREA

149 SF / 100 SF = 1.49

RM 103

OCCUPANCY -

BUSINESS AREA

149 SF / 100 SF = 1.49

RM 104

OCCUPANCY -

BUSINESS AREA

148 SF / 100 SF = 1.48

RM 105

OCCUPANCY -

BUSINESS AREA

144 SF / 100 SF = 1.44

RM 111

OCCUPANCY -

STORAGE

248 SF / 300 SF = 0.83

RM 110

OCCUPANCY -

BUSINESS AREA

263 SF / 100 SF = 2.63

RM 122

OCCUPANCY -

ACCESSORY ASSEMBLY

203 SF / 15 SF = 13.53

RM 129

OCCUPANCY -

MECHANICAL EQUIPMENT ROOM

342 SF / 300 SF = 1.14

RM 134

OCCUPANCY -

BUSINESS AREA

3250 SF / 100 SF = 32.50

RM 119

OCCUPANCY -

ACCESSORY ASSEMBLY

421 SF / 15 SF = 28.07

RM 130

OCCUPANCY -

BUSINESS AREA

96 SF / 100 SF = 0.96

RM 131

OCCUPANCY -

BUSINESS AREA

86 SF / 100 SF = 0.86

RM 132

OCCUPANCY -

BUSINESS AREA

87 SF / 100 SF = 0.87

RM 117

OCCUPANCY -

BUSINESS AREA

107 SF / 100 SF = 1.07

RM 116

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 115

OCCUPANCY -

BUSINESS AREA

112 SF / 100 SF = 1.1

RM 133

OCCUPANCY -

BUSINESS AREA

97 SF / 100 SF = 0.97

MAX TRAVEL

DISTANCE = 78 FT

MAX TRAVEL

DISTANCE = 104 FT

MAX TRAVEL

DISTANCE = 58 FT

MAX TRAVEL

DISTANCE = 85 FT

EXIT

E X

I T

RM 106

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 107

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 108

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 109

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 126

OCCUPANCY -

148 SF / 300 SF = 0.49

RM 114

OCCUPANCY -

BUSINESS AREA

97 SF / 100 SF

= 0.97

RM 127

OCCUPANCY -

JANITOR RM

76 SF / 300 SF = 0.25

X I T

1-HR FIRE RESISTANT & SMOKE BARRIER

LIFE SAFETY LEGEND

L I F

A F

E T

C O

L A

T H

B E

LIFE SAFETY CODE PLAN

1/8"= 1'-0"

LIFE SAFETY CODES

N.T.S.

GI7-1-002

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:

DRAWING NO:

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Department of

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F O

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N n n e t t l e t o n b o n n e r s p r i n g s k s p h f x b n b d e s i g n a r c h i t e c t u r e i n t e r i o r s

LIFE SAFETY CODE LEGEND

N.T.S.

PLAN

NORTH

THIS LIST OF APPLICABLE CODES AND STANDARDS ARE INTENDED

TO BENEFIT THE CONSTRUCTION OF THE FACILITY. REFER TO THE

VA GOVERNMENT TECHNICAL INFORMATION LIBRARY FOR ALL

REGULATORY STANDARDS.

TRUE

NORTH

APPLICABLE CODES AND STANDARDS

OCCUPANCY TYPES:

OCCUPANCY CLASSIFICATION

B- BUSINESS

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2017 NATIONAL ELECTRIC ELECTRIC CODE

NFPA 101, LIFE SAFETY CODE, 2018

CONSTRUCTION TYPE

BUILDING INFORMATION

2-B

SPRINKLED

DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS. THIS LIST IS AS A COURTESY IT DOES NOT ABSOLVE THE

GC AND SUB-CONTRACTORS OF ANY REQUIREMENTS AS OUT LINED IN THE OFFICIAL ICRA DOCUMENTS, PERMITS REQUIRED FOR

CONSTRUCTION BY THE MARION VA MEDICAL CENTER AND THE DEPARTMENT OF VETERANS AFFAIRS AND ANY OTHER APPLICABLE

CODES AND GUIDELINES.

CLASS I-III

DURING CONSTRUCTION PROJECT

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE CEILING TILES DISPLACED FOR VISUAL INSPECTION

3. TRAFFIC PATTERN FOR PATIENT, VISITORS, STAFF, SUPPLIES, EQUIPMENT, ETC... IS DESIGNED TO CAUSE MINIMAL EXPOSURE

4. ALL DOORS ADJACENT TO WORK AREAS, WILL BE CLOSED WHILE CEILING TILE REMOVAL IS IN PROGRESS.

5. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE.

6. WATER MIST WORK SURFACES OR USE WET TECHNIQUE TO CONTROL DUST WHILE CUTTING OR DRILLING.

7. USE HEPA VACUUM SYSTEM TO CONTROL DUST WHILE CUTTING

8. SEAL UNUSED DOORS

9. WIPE SURFACES WITH HOSPITAL GRADE DISINFECTANT APPROVED BY VHA COMMODITIES STANDARDIZATION COMMITTEE

10. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY

11. IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS

12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS

13. WET MOP AND / OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA

14. BLOCK OFF, SEAL OR ISOLATE AIR VENTS IN AREAS WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT

SYSTEM.

15. CLEAN CART WHEELS PRIOR TO LEAVING CONSTRUCTION AREA

16. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA

17. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED TO PREVENT CONTAMINATION OF THE DUCT

SYSTEM.

18. MAINTAIN CONTINUOUS HEPA EQUIPPED AIR FILTRATION UNIT(S) WITHIN THE WORK SITE.

19. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL AREA FROM NON WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

20. WET MOP DAILY AND / OR MORE OFTEN AS NEEDED OR AS DIRECTED BY THE COR WITH HOSPITAL GRADE DISINFECTANT

APPROVED BY VHA COMMODITIES STANDARDIZATION COMMITTEE

21. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

22. PROVIDE DUST PROOF FIRE RETARDANT POLYSTYRENE, 6-MIL THICK OR GREATER PLASTIC BARRIER MEETING LOCAL FIRE

CODES MAY BE USED WHERE DUST CONTROL IS THE ONLY HAZARD

UPON COMPLETION OF PROJECT

1. WIPE WORK SURFACES WITH DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

3. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

4. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

5. CLEAN CARTS WHEELS BEFORE VACUUM WITH HEPA FILTERED VACUUM BEFORE WORK AREA.

6. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA. CLASS III

7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY

DEPARTMENT, INFECTION CONTROL

8. DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT.

9. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

10. COVER TRANSPORT RECEPTACLE OR CARTS WITH TAPE COVERING.

11. ENVIRONMENTAL SERVICES WILL CLEAN THE AREAS PRIOR TO NORMAL USE OF THE AREAS.

12. GC WILL NOTIFY INFECTION CONTROL TEAM OR DESIGNEE UPON PROJECT COMPLETION

ADDITIONAL KNOWN REQUIREMENTS INFECTION CONTROL REQUIREMENTS

1. GC TO MONITOR AND REPLACE DEBRIS TAPE AND MATS ON A DAILY BASIS

2. GC REQUIRED TO COMPLETE AND SUBMIT AND HAVE APPROVED PRIOR TO START OF CONSTRUCTION ICRA PERMIT WITH

CHECKLIST.

3. PROTECT ALL EQUIPMENT IN AREA WITH 6 MIL POLY BARRIER SYSTEM

4. ALL WORK IN PUBLIC AREAS SHALL BE DONE AFTER HOURS.

GENERAL REQUIREMENTS

1. GC TO COORDINATE ALL ACTIVITIES WITH THE SAFETY OFFICER AND COR - INCLUDING BUT NOT LIMITED TO, HOT WORK PERMITS, LIFT REQUIREMENTS, SHUTTING DOWN OR REROUTING TRAFFIC AND / OR ACCESS TO AREAS DURING CONSTRUCTION

2. GC TO COORDINATE REMOVAL AND PROPER DISPOSAL OF SYSTEM FLUIDS DURING DEMOLITION WITH COR AND SAFETY OFFICER

3. AN APPROVED SCHEDULE IS REQUIRED 4 WEEKS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. COORDINATE

APPROVAL PROCESS WITH COR

4. ANY COLLATERAL DAMAGE OCCURRING DURING CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE GC TO REPAIR TO LIKE

NEW CONDITION.

INFECTION CONTROL NOTES

N.T.S.

ASBESTOS GENERAL NOTES

AFTER INSPECTIONS FROM THE RIVERFRONT ENVIRONMENTAL SAFETY AND HEALTH 2009 REPORT, THE JOHN A. JURGIEL AND

ASSOCIATES 2015 ASBESTOS ABATEMENT REPORT, QUANTUM LABORATORIES, THE 2013 ASBESTOS AIR MONITORING REPORT, AND

ALL ADDITIONAL SUBSEQUANT FILED REPORTS FROM THE VA ON EXISTING BUILDING 37, THE FACILITY IS ASSUMED TO BE FILLED WITH

ASBESTOS CONTAINING MATERIAL AND IT SHOULD BE HANDLED AS SUCH. SHOULD SMALL SCALE PENETRATIONS BE REQUIRED FOR

CONSTRUCTION/RENOVATION ACTIVITIES, THE PRECISE AREAS TO BE IMPACTED COULD BE SUBJECTED TO A MORE INTENSIVE AND

LOCALIZED SAMPLING EFFORT TO DETERMINE WHETHER THE TARGETED AREA IS ASBESTOS CONTAINING MATERIAL (ACM) OR NON

ASBESTOS CONTAINING MATERIAL (NON- ACM). IT IS ADVISED THAT A MINIMUM OF 3 BULK SAMPLES BE TAKEN FROM EACH TARGETED

PENETRATION LOCATION PRIOR TO MAKING FINAL DETERMINATION ON ASBESTOS CONTENT.

IN THE EVENT THAT SUSPECT MATERIALS (I.E., FLOOR TILE, FLOOR TILE GLUE, TAN EXTERIOR STUCCO, ETC.) ARE DISCOVERED

DURING DEMOLITION AND/OR ABATEMENT ACTIVITIES, THE SUSPECT MATERIAL SHOULD BE ASSUMED ASBESTOS OR BULK SAMPLES

SHOULD BE COLLECTED IN ORDER TO DETERMINE THE PRESENCE OF ASBESTOS. THIS INSPECTION DEALS WITH THE CONNECTION

POINTS FOR UTILITY ACCESS TO EXISTING BUILDINGS ON SITE.

IN THE EVENT THAT PREVIOUSLY INACCESSIBLE AND/OR HIDDEN SUSPECT LEAD-BASED SURFACE COATINGS ARE DISCOVERED

DURING PLANNED RENOVATION ACTIVITIES, THOSE SURFACE COATINGS SHOULD BE TESTED OR ASSUMED AND TREATED

ACCORDINGLY. ALL APPLICABLE STATE AND FEDERAL REGULATIONS REGARDING WORKER EXPOSURE AND THE REDUCTION OF LEAD

BASED PAINT HAZARDS IN FEDERALLY OWNED PROPERTIES WOULD HAVE TO BE FOLLOWED TO INCLUDE BUT NOT LIMITED TO

IMPLEMENTING THE APPROPRIATE LEAD SAFE WORK PRACTICES AND ENGINEERING CONTROLS DURING RENOVATION, REMODELING

AND/OR DEMOLITION ACTIVITIES THAT MAY IMPACT LEAD-BASED SURFACE COATINGS. IN ADDITION, ALL RENOVATION CONTRACTORS

(WHO WOULD BE INVOLVED IN DEMOLITION/RENOVATION ACTIVITIES THAT WOULD DISTURB LEAD-BASED PAINT) WOULD HAVE TO BE

EPA LICENSED LEAD SAFE RENOVATION FIRMS. LIKEWISE, ALL WORKERS EMPLOYED BY THOSE SUB-CONTRACTORS WOULD HAVE TO

BE PROPERLY TRAINED IN AN EPA 8-HOUR RENOVATION, REPAIR AND PAINTING (RRP) TRAINING COURSE AND LICENSED AS EPA

RENOVATORS.

RECOMMENDATIONS REGARDING MOLD & FUNGI

1. PRIOR TO REMEDIATION, ENSURE THAT ALL LEAKS OR OTHER SOURCES OF WATER INTRUSION, IF ANY, HAVE BEEN AND REMAIN

SUFFICIENTLY CONTROLLED. BUILDING SYSTEMS OF IMMEDIATE CONCERN SHOULD BE INSPECTED BY A PROFESSIONAL TO

IDENTIFY ANY POTENTIAL DEFECTS AND SOURCES OF POSSIBLE WATER AND/OR MOISTURE INTRUSION.

2. ALL WATER AND/OR MOISTURE DAMAGED PIPE/DUCT INSULATION, WALLS, FLOORS AND CABINETS...ETC. ( IDENTIFIED IN THIS

REPORT SHOULD BE CLEANED AND ENCAPSULATED AT LEAST 2' FEET BEYOND ANY VISIBLE DISCOLORATION AND WATER

STAINING UTILIZING PROPER TECHNIQUES (E.G., REPETITIVE CLEANING WITH AN APPROVED ANTI-MICROBIAL SOLUTION, HEPA

VACUUMS WHILE USING ISOLATED CONTAINMENT SYSTEMS WITH NEGATIVE AIR IN ORDER TO COMPLY WITH ICRA STANDARDS

FOR SMALL SCALE WORK). ALL REMEDIATION WORK WILL BE PERFORMED UNDER CONTROLLED ISOLATED CONDITIONS USING

STANDARD INDUSTRY PRACTICES WHILE IN MEDICAL FACILITIES BY A QUALIFIED CONTRACTOR.

3. IN THE EVENT THAT ANY HIDDEN RESERVOIRS OF WATER DAMAGE AND/OR MOLD GROWTH ARE IN FACT DISCOVERED DURING

RENOVATION AND/OR DEMOLITION ACTIVITIES (IN PREVIOUSLY INACCESSIBLE PIPE CHASES, WALL OR CEILING CAVITIES, ETC.), THE AREAS SHOULD BE VISUALLY INSPECTED BY A 3RD PARTY CONSULTANT TO DETERMINE THE CORRECT RESPONSE ACTIONS

MOVING FORWARD.

4. TO CLOSE OUT THE REMEDIAL PROCESS, A POST-REMEDIATION VISUAL INSPECTION AND VERIFICATION AIR SAMPLING SHOULD BE

PERFORMED TO DETERMINE WHETHER THE REMEDIATION AND DECONTAMINATION EFFORTS WERE SUCCESSFUL. A FINAL

WRITTEN REPORT DETAILING THE FINDINGS POST- REMDIATION SHOULD ALSO BE GENERATED AND SUBMITTED.

ASBESTOS GENERAL NOTES

N.T.S.

BUSINESS (OFFICE)

BUILDING OCCUPANCY

8,083 SF / 100 OCCUPANTS = 81

ACCESSORY STORAGE 738 SF / 300 OCCUPANTS = 3

ACCESSORY ASSEMBLY 624 SF / 15 OCCUPANTS = 42

TOTAL = 126 OCCUPANTS

126 OCCUPANTS / 2 = 63 MEN & 63 FEMALE OCCUPANTS

PLUMBING FIXTURES

WATER CLOSETS REQUIRED = 3 MEN & 3 FEMALE (4 MALE & 4 FEMALE PROVIDED)

LAVATORIES REQUIRED = 2 MEN & 2 FEMALE (2 MALE & 2 FEMALE PROVIDED)

DRINKING FOUNTAINS REQUIRED = 2 (2 PROVIDED (1 HIGH & 1 LOW ))

SERVICE SINK REQUIRED = 1 (1 PROVIDED)

FLOOR AREA = 11,004 GSF / 10,794 NSF

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Veterans Affairs

F O

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N n n e t t l e t o n b o n n e r s p r i n g s k s p h f x b n b d e s i g n a r c h i t e c t u r t e r i o r s

J A

NOTES THIS SHEET

SEE SHEETS CG7-1-503 AND CG7-1-504

FOR THE FOLLOWING DETAILS:

200 THRUST/BACKING BLOCK

233 FIRE HYDRANT ASSEMBLY

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C U d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

NOTES THIS SHEET:

SEE SHEETS CG7-1-503 AND CG7-1-504

FOR THE FOLLOWING DETAILS:

050 UTILITY TRENCH PATCH

206 TRENCHING AND BEDDING DETAILS

250 PIPE PENETRATION THROUGH WALLS BELOW GRADE

500 SANITARY SEWER MANHOLE

MARCH 25, 2020

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CU7-1-102

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LEON D.

9' MIN.

ASPHALT PAVEMENT

1% MIN.

2% MAX.

1% MIN.

2% MAX.

m m

M I N

VARIES PER PLANS 0' MIN.

10.5' MAX.

[3200mm]

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

m m m m

T Y P

4'-0" MAX.

[1219mm]

TRENCH AND BEDDING DETAILS

FLEXIBLE PIPE:

RIGID PIPE:

NOTES:

1/2" [13mm]

BITUMINOUS

JOINT FILLER

3/4" R.

[19mm]

ROADWAY &

PAVEMENT

WIDTH

CONCRETE VERTICAL CURB

9 1/2"

10"

1:4 CURB

BATTER

CONCRETE CURB TERMINAL SECTION

M I N

DESIGN END OF CURB

CJ7-1-100

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SILTATION FENCE DETAIL

SANITARY MANHOLE

MARCH 25, 2020

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J A

CJ7-1-101

M T

MARCH 25, 2020

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F O

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N n n e t t l e t o n b o n n e r s p r i n g s k s p h f x b n b d e s i g n a r c h i t e c t u r t e r i o r s

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P M j e r e m y d

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LEON D.

168'-3"

VEST

CORR

CONF

CORRIDOR

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

1/AE7-1-300

5/AE7-1-300

5'-1"

OFFICE

20'-9" 10'-5"

7'-0"24'-2"

10'-3"

3'-2"6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"

6'-4"

168'-3"

BREAK ROOM

WOMENS

CORR

OFFICE

110A

111A

113A

134A

130A

116A

117A

129A

133A

125A

131A

132A

134B

105A

104A

A A AAA

A A A A A

A A A A A A

OFFICE

1/AE7-1-200

2/AE7-1-300

FEC

127A

DRAIN TO DAYLIGHT. COORDINATE WITH CIVIL DRAWINGS

4/AE7-1-200

6 6

124A

6'-6"

25'-0" 25'-0" 24'-2 1/2" 25'-0" 25'-0"

25'-0" 25'-0" 24'-2 1/2" 24'-2 1/2" 25'-0" 25'-0"

3'-2" 6'-6" 6'-6" 7'-6" 6'-6" 7'-10 3/4" 6'-6" 6'-6" 6'-6"4'-0"

F I N

I S

H E

C L E

A R

F I N

I S

H E

C L E

A R

3'-2" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6"

1'-0"1'-0"

3 52

1 6

3.7 4.3

61 7

6'-6 1/2"

4.1

5'-3"

1'-0"

5'-3"

3.9

1'-0"

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

4'-0" 7'-6"7'-10 3/4" 3'-2"6'-6"6'-6"7'-6"6'-6"7'-10 3/4"6'-6"6'-6"6'-6" 4'-0" 4'-0"7'-6" 7'-10 3/4"

6'-6"13'-0"

6'-6"

103A

102A

101A

2 2 2 2

2 22

126A

3.7 3.9 4.1 4.3

5'-3" 6'-6 1/2" 5'-3"

20'-11"

15'-4" 5'-0"

FINISHED

CLEAR

10'-5" 10'-5" 10'-5" 7'-9"

3'-1"

16'-2" 10'-8"

22'-3"

FILE

ROOM

13/AE7-1-300

11/AE7-1-300 3/AE7-1-30014/AE7-1-300

13'-5 1/2" 32'-11 1/2"5'-0"

5'-1"

11'-8" 10'-7"

10'-6"

11'-9"

24'-2 1/2"

9 1/2"

CORR

115A

12/AE7-1-300

TYP

TYP TYP

4/AE7-1-300

TYP

100A

CEILING MOUNTED TOILET

PARTITIONS.

CARD READER / ELECTRIC STRIKES

RE: ELECTRICAL PLANS EY7-100

SEMI RECESSED FIRE EXTINGUISHER

CABINET 5/AD7-1-400

NOT USED

HI-LO DRINKING FOUNTAIN RE:

PLUMBING

ALL DOWNSPOUTS DRAIN TO THE

UNDERGROUND WATER SYSTEM.

COORDINATE WITH CIVIL DRAWINGS.

GENERAL NOTES:

1. WALL TYPES RE: AW7-1-500

2. ALL WINDOWS TO RECEIVE SOLAR SHADES.

RE: SPECIFICATION COLOR TO BE SELECTED

BY ARCHITECT.

3. WINDOW FRAME STYLE RE: 1/AS7-1-600

4. ALL SPECIFICATIONS ASSOCIATED WITH

THESE DOCUMENTS SHALL OVERRIDE ANY

DRAWING INFORMATION.

5. FULLY FIRE CAULK ALL PENETRATIONS

THROUGH NEW FIRE PARTITIONS. NEW

FLOOR AND CEILING PLENUMS.

6. ALL JOINTS TO BE CAULKED AT DISSIMILAR

MATERIALS INCLUDING BUT NOT LIMITED TO

DOOR FRAMES TO WALLS, BACKSPLASH TO

WALL AND MULLION COVERS TO WALL

7. ALL BLOCKING TO BE FIRE TREATED

LUMBER OR PLYWOOD.

8. AROUND ALL DOORS WITHIN 24" OF GRADE,

USE HEAVY DUTY MESH REINFORCING EIFS.

MARCH 25, 2020

VA PROJECT NO: 657-345

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N n n e t t l e t o n b o n n e r s p r i n g s k s p h f x b n b d e s i g n a r c h i t e c t u r t e r i o r s

ARCHITECTURAL PLAN

1/8"= 1'-0" 1A

ARCHITECTURAL PLAN NOTES

N.T.S.

A R

C H

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T U

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P L A

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AF7-1-100

GENERAL NOTES

N.T.S.

PLAN

NORTH

TRUE

NORTH

NOT USED

VEST

CORR

CONF

CORRIDOR

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

BREAK ROOM

WOMENS

CORR

OFFICE

OPEN

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

FILE

ROOM

CORR

VEST

CORR

CONF

CORRIDOR

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

BREAK ROOM

WOMENS

CORR

OFFICE

CPT01

P02

P03

P02

CPT02

SVT01

CPT03

PT01

P03

P02

P03

CPT02

P02

CPT02

SVT01

P02

P03

P02

P03

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

FILE

ROOM

P03

P02

P03

P02

P03

CPT01

CPT02

SVT01

CPT02

P02

P03

CPT02

SVT01

P03P03

COLLABORATION

CORR

P03

P02

DENOTES EXTERIOR LIGHT FIXTURE

PER ELECTRICAL DRAWINGS AND

SPECIFICATIONS

DENOTES EXTERIOR EMERGENCY

LIGHT FIXTURE PER ELECTRICAL

DRAWINGS AND SPECIFICATIONS

4' STRIP LIGHTING PER ELECTRICAL

DRAWINGS AND SPECIFICATIONS

2'- x 4' LIGHTING PER ELECTRICAL

DRAWINGS AND SPECIFICATIONS

4" LED CAN LIGHT PER ELECTRICAL

DRAWINGS AND SPECIFICATIONS

EXIT LIGHTS PER ELECTRIC

DRAWINGS AND SPECIFICATIONS

ACOUSTICAL CEILING TILE AND GRID

PER FINISH SCHEDULE AND LEGEND

MOUNTED AT 9'-0" AFF

NOTES:

1. FURNITURE FOR INFORMATION ONLY.

FURNITURE TO BE PROVIDED BY THE VA.

2. ALL PLASTIC LAMINATE USED ON

HORIZONTAL WINDOW SILLS. REFER

TO FINISH SCHEDULE ON SHEET

5/AS7-1-601, CLOUD ZEPHYR MATTE

FINISH 4856-60.

NOTES:

1. ALL CEILINGS @ 9'-0" U.N.O.

2. REFER TO ELECTRICAL SERIES SHEET FOR

FIXTURE TYPE, SCHEDULES, SWITCHING, AND

CONTROLS. REFER TO DIVISION 26

SPECIFICATIONS FOR ELECTRICAL INFORMATION.

3. ALL WIRING ABOVE CEILING TO BE IN TRAYS OR

CONDUIT (RIGID OR FLEX)

AF7-1-101

R C

N D

F U

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U R

N D

F I N

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L A

T H

B E

REFLECTED CEILING PLAN

1/8"= 1'-0"

REFLECTED CEILING PLAN NOTES

N.T.S.

REFLECTED CEILING LEGEND

N.T.S.

FURNITURE AND FINISH PLAN

1/8"= 1'-0"

FURNITURE AND FIXTURE PLAN NOTES

N.T.S.

MARCH 25, 2020

VA PROJECT NO: 657-345

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F O

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PLAN

NORTH

TRUE

NORTH

PLAN

NORTH

TRUE

NORTH

NOT USED

O P

SLOPE 1/4 /12

1 1

111 1

SLOPE 1/4 /12 SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12

SLOPE 1/4 /12 SLOPE 1/4 /12 SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12

S L

O P

S L

O P

S L

O P

S L

O P

S L

O P

ROOF PLAN KEY NOTES

WALL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT,

SCUPPERS TO BE MANUFACTURED TO MATCH EXISTING IN

FLASHING. PRE-FINISHED ALUMINUM. RE: 8/AW7-1-500

NEW INSULATED ROOF HATCH, 36X26, WITH

MANUFACTURER PROVIDED ACCESSORIES AND

FLASHINGS, INSTALL PER MANUFACTURER'S

INSTRUCTIONS

NEW FULLY ADHERED TPO 60 MIL ROOF MEMBRANE WITH

INTEGRAL ADHESIVE BACKING, OVER POLY ISO RIGID

INSULATION R-25 SLOPED TO SCUPPERS,

" PER FOOT,

WITH ISO COVERBOARD. INSTALLED PER

MANUFACTURER'S INSTRUCTIONS.

PRE MOLDED TPO INSIDE CORNER REINFORCING

PRE MOLDED TPO OUTSIDE CORNER REINFORCING

CANT STRIP

MECHANICAL VENT, COORDINATE PENETRATION WITH

MECH SUBMITTALS

ROOF PENETRATIONS RE: PL7-101

METAL CANOPY RE: 4/AS7-1-600

PREFINISHED ALUMINUM COPING

ROOF PLAN GENERAL NOTES

1. ALL SPECIFICATIONS ASSOCIATED WITH THESE DOCUMENTS SHALL

OVERRIDE ANY DRAWING INFORMATION.

2. FULLY FIRE CAULK ALL PENETRATIONS

3. ALL JOINTS TO BE CAULKED AT DISSIMILAR MATERIALS

4. ALL BLOCKING TO BE FIRE TREATED LUMBER OR PLYWOOD.

5. ALL DOWNSPOUTS TO DRAIN TO UNDERGROUND WATER SYSTEM,

COORDINATE WITH CIVIL.

MARCH 25, 2020

VA PROJECT NO: 657-345

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Department of

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N n n e t t l e t o n b o n n e r s p r i n g s k s p h f x b n b d e s i g n a r c h i t e c t u r t e r i o r s

ROOF PLAN

1/8"= 1'-0"

AF7-1-102

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ROOF PLAN KEY NOTES

N.T.S.

PLAN

ROOF PLAN NOTES

N.T.S.

NOT USED

IRM

BIOMED

VFW

AMER. LEGION

IRM OFFICE

IRM STORAGE

105A

IRM STORAGE

BIOMED OFF

BEHAVIOR

MEDICINE

T/C ELEC.

BEHAVIOR

MEDICINE

BEHAVIOR

MEDICINE

BEHAVIOR

MEDICINE

BEHAVIOR

MEDICINE

GYM

118B

VESTIBULE

H.A.C.

VESTIBULE

WOMENS TOILET

IRM OFFICE

COMPUTER ROOM

CHIEF ADP IRM

IRM TECHNICAL

STAFF

IRM OFFICE

VAV

TELEPHONE

IRM

123A

CORRIDOR

C100

CORRIDOR

C101

CORRIDOR

C102

CORRIDOR

C103

MENS TOILET

CORRIDOR

C104

FEC

BIOMED

106A

AFTER INSPECTIONS FROM THE RIVERFRONT ENVIRONMENTAL

SAFETY AND HEALTH 2009 REPORT, THE JOHN A JURGIEL AND

ASSOCIATES 2015 ASBESTOS ABATEMENT REPORT, QUANTUM

LABORATORIES, THE 2013 ASBESTOS AIR MONITORING REPORT AND

ALL ADDITIONAL SUBSEQUANT FILED REPORTS FROM THE VA ON

EXISTING BUILDING 37, THE FACILITY IS ASSUMED TO BE FILLED WITH

ASBESTOS CONTAINING MATERIAL AND IT SHOULD BE HANDLED AS

SUCH. SHOULD SMALL SCALE PENETRATIONS BE REQUIRED FOR

CONSTRUCTION/RENOVATION ACTIVITIES, THE PRECISE AREAS TO BE

IMPACTED COULD BE SUBJECTED TO A MORE INTENSIVE AND

LOCALIZED SAMPLING EFFORT TO DETERMINE WHETHER THE

TARGETED AREA IS ASBESTOS CONTAINING MATERIAL (ACM) OR NON

ASBESTOS CONTAINING MATERIAL (NON-ACM). IT IS ADVISED THAT A

MINIMUM OF 3 BULK SAMPLES BE TAKEN FROM EACH TARGETED

PENETRATION LOCATION PRIOR TO MAKING FINAL DETERMINATION ON

ASBESTOS CONTENT.

IN THE EVENT THAT SUSPECT MATERIALS (I.E., FLOOR TILE , FLOOR

TILE GLUE, TAN EXTERIOR STUCCO, ETC.) ARE DISCOVERED DURING

RENOVATION, DEMOLITION AND/OR ABATEMENT ACTIVITIES, THE

SUSPECT MATERIAL SHOULD BE ASSUMED ASBESTOS OR BULK

SAMPLES SHOULD BE COLLECTED IN ORDER TO DETERMINE THE

PRESENCE OF ASBESTOS.

IN THE EVENT THAT PREVIOULSY INACCESSIBLE AND/OR HIDDEN

SUSPECT LEAD-BASED SURFACE COATINGS ARE DISCOVERED DURING

PLANNED RENOVATION ACTIVITIES, THOSE SURFACE COATINGS

SHOULD BE TESTED OR ASSUMED AND TREATED ACCORDINGLY. ALL

APPLICABLE STATE AND FEDERAL REGULATIONS REGARDING

WORKER EXPOSURE AND THE REDUCTION OF LEAD BASED PAINT

HAZARDS IN FEDERALLY OWNED PROPERTIES WOULD HAVE TO BE

FOLLOWED TO INCLUDE BUT NOT LIMITED TO IMPLEMENTING THE

APPROPRIATE LEAD SAFE WORK PRACTICES AND ENGINEERING

CONTROLS DURING RENOVATION, REMODELING AND/OR DEMOLITION

ACTIVITIES THAT MAY IMPACT LEAD-BASED SURFACE COATINGS. IN

ADDITION, ALL RENOVATION CONTRACTORS (WHO WOULD BE

INVOLVED IN DEMOLITION/RENOVATION ACTIVITIES THAT WOULD

DISTURB LEAD-BASED PAINT) WOULD HAVE TO BE EPA LICENSED LEAD

SAFE RENOVATION FIRMS. LIKEWISE ALL WORKERS EMPLOYED BY

THOSE SUB-CONTRACTORS WOULD HAVE TO BE PROPERLY TRAINED

IN AN EPA 8-HOUR RENOVATION, REPAIR AND PAINTING (RRP)

TRAINING COURSE AND LICENSED AS EPA RENOVATORS.

RECOMMENDATIONS REGARDING MOLD & FUNGI

1. PRIOR TO REMEDIATION, ENSURE THAT ALL LEAKS OR OTHER

SOURCES OF WATER INTRUSION, IF ANY, HAVE BEEN AND

REMAIN SUFFICIENTLY CONTROLLED. BUILDING SYSTEMS OF

IMMEDIATE CONCERN (I.E., PLUMBING SYSTEMS IN MECHANICAL

ROOM , ETC.) SHOULD BE INSPECTED BY A PROFESSIONAL TO

IDENTIFY ANY POTENTIAL DEFECTS AND SOURCES OF POSSIBLE

WATER AND/OR MOISTURE INTRUSION.

2. ALL WATER AND/OR MOISTURE DAMAGED PIPE/DUCT

INSULATION, WALLS, FLOORS AND CABINETS... ETC. (IDENTIFIED

IN THIS REPORT) SHOULD BE CLEANED AND ENCAPSULATED AT

LEAST 2' FEET BEYOND ANY VISIBLE DISCOLORATION AND

WATER STAINING UTILIZING PROPER TECHNIQUES (E.G.,

REPETITIVE CLEANING WITH AN APPROVED ANTI-MICROBIAL

SOLUTION, HEPA VACUUMS WHILE USING ISOLATED

CONTAINMENT SYSTEMS WITH NEGATIVE AIR IN ORDER TO

COMPLY WITH ICRA STANDARDS FOR SMALL SCALE WORK). ALL

REMEDIATION WORK WILL BE PERFORMED UNDER CONTROLLED

ISOLATED CONDITIONS USING STANDARD INDUSTRY PRACTICES

WHILE IN MEDICAL FACILITIES BY A QUALIFIED CONTRACTOR.

3. IN THE EVENT THAT ANY HIDDEN RESERVOIRS OF WATER

DAMAGE AND/OR MOLD GROWTH ARE IN FACT DISCOVERED

DURING RENOVATION AND/OR DEMOLITION ACTIVITIES (IN

BUILDING 37, ETC.), THESE AREAS SHOULD BE VISUALLY

INSPECTED BY A 3RD PARTY CONSULTANT TO DETERMINE THE

CORRECT RESPONSE ACTIONS MOVING FORWARD.

4. TO CLOSE OUT THE REMEDIAL PROCESS, A POST-REMEDIATION

VISUAL INSPECTION AND VERIFICATION AIR SAMPLING SHOULD

BE PERFORMED TO DETERMINE WHETHER THE REMEDIATION

AND DECONTAMINATION EFFORTS WERE SUCCESSFUL. A FINAL

WRITTEN REPORT DETAILING THE FINDINGS POST-REMEDIATION

SHOULD ALSO BE GENERATED AND SUBMITTED.

ROOMS AFFECTED BY RENOVATION

ROOMS AFFECTED WITH ASBESTOS

MARCH 25, 2020

VA PROJECT NO: 657-345

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Department of

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N n n e t t l e t o n b o n n e r s p r i n g s k s p h f x b n b d e s i g n a r c h i t e c t u r t e r i o r s

AF7-1-103

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BUILDING 37 FLOOR PLAN

1/8"= 1'-0"

PLAN

NORTH

TRUE

NORTH

BUILDING 37 GENERAL NOTES

1/8"= 1'-0"

BUILDING 37 ASBESTOS LEGEND

1/8"= 1'-0"

NOT USED

R.O. WINDOW

103'-0"

BEARING

112'-0"

100'-0"

R.O. WINDOW

108'-0"

C J

DOOR TO BE WIRED, SECURED AND

USED BY VA STAFF TO ONLY EXIT

THE BUILDING. RE: 1/AS7-1-600

C J

AAAAA

C J

A A A A A

C J

100'-0"

R.O. WINDOW

108'-0"

R.O. WINDOW

103'-0"

BEARING

112'-0"

C J

A A

C J

A AA AA A A

22 2

11 1

BEARING

112'-0"

R.O. WINDOW

108'-0"

R.O. WINDOW

103'-0"

100'-0"

DOOR TO BE WIRED, SECURED AND

USED BY VA STAFF TO ONLY EXIT THE

BUILDING. RE: 1/AS7-1-600

C J

A A A A

BEARING

112'-0"

R.O. WINDOW

103'-0"

R.O. WINDOW

108'-0"

100'-0"

C J

ELEVATION KEY NOTES

NEW THROUGH WALL SCUPPER, CONDUCTOR HEAD AND

DOWNSPOUT, SCUPPERS TO BE MANUFACTURED TO MATCH

EXISTING IN PROFILE. PRE-FINISHED ALUMINUM, TO MATCH

FLASHING RE 8/AW7-1-500

NEW 6X6 DOWNSPOUT CONNECTED TO NEW UNDERGROUND

DRAIN LINE TO STORM SEWER.

METAL CANOPY RE 4/AS7-1-600

NEW ALUMINUM STOREFRONT WITH LOW E INSULATED GLASS

DRAINABLE EIFS SYSTEM WITH ELASTOMERIC SURFACING

PREFINISHED METAL PARAPET COPING

EXTERIOR LIGHTING RE:MEP

ELEVATION GENERAL NOTES

1. ANY WOOD BLOCKING OR

SHEATHING TO BE…

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File details come from the government source that posted it. Updated Aug 5, 2020.