S02 - Att 07 - CD Drawings.pdf

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

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FULLY SPRINKLERED

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G001

TITLE SHEET

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL SYMBOL LEGENDS

MD-101 DEMOLITION - PARTIAL GROUND AND FIRST FLOOR PLANS - HVAC

M-101 NEW WORK - GROUND FLOOR PLAN - HVAC

M-102 NEW WORK - FIRST FLOOR PLAN - HVAC

M-103 NEW WORK - THIRD FLOOR PLAN - HVAC

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 TEMPERATURE CONTROLS

M-702 TEMPERATURE CONTROLS

M-801 HVAC RISER DIAGRAMS

P-001 PLUMBING GENERAL NOTES, SYMBOL LEGEND, AND SCHEDULE

PD-101 DEMOLITION - PLUMBING PLANS

P-101 PLUMBING PLANS

P-501 PLUMBING DETAILS

E-001 ELECTRICAL SYMBOL LEGEND AND GENERAL NOTES

ED-101 DEMOLITION - PARTIAL FLOOR PLANS - ELECTRICAL

E-101 NEW WORK - OVERALL SECOND FLOOR PLAN - POWER

E-102 NEW WORK - PARTIAL FLOOR PLANS - LIGHTING

E-103 NEW WORK - PARTIAL FLOOR PLANS - POWER

E-601 SINGLE-LINE DIAGRAM AND ELECTRICAL SCHEDULES

E-602 ELECTRICAL PANEL SCHEDULE

T-102 NEW WORK - PARTIAL FLOOR PLANS - TECHNOLOGY

T-501 TECHNOLOGY DETAILS

T-502 TECHNOLOGY DETAILS

T-503 TECHNOLOGY DETAILS

FA001 REFERENCE SHEET - FIRE ALARM

FA101 GROUND LEVEL DEMOLITION PLAN - FIRE ALARM

FA102 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM

FA201 GROUND LEVEL NEW WORK PLAN - FIRE ALARM

FA202 FIRST FLOOR NEW WORK PLAN - FIRE ALARM

FA203 PARTIAL THIRD FLOOR NEW WORK PLAN - FIRE ALARM

FA501 DETAIL SHEET - FIRE ALARM

LS001 REFERENCE SHEET - LIFE SAFETY

LS101 GROUND FLOOR PLAN - LIFE SAFETY

LS102 FIRST FLOOR PLAN - LIFE SAFETY

FX001 REFERENCE SHEET - FIRE SUPPRESSION

FX101 GROUND LEVEL DEMOLITION PLAN - FIRE SUPPRESSION

FX102 FIRST FLOOR DEMOLITION PLAN - FIRE SUPPRESSION

FX201 GROUND LEVEL NEW WORK PLAN - FIRE SUPPRESSION

FX202 FIRST FLOOR NEW WORK PLAN - FIRE SUPPRESSION

FX203 PARTIAL THIRD FLOOR PLAN - FIRE SUPPRESSION

FX401 SECTIONS - FIRE SUPPRESSION

FX501 DETAIL SHEET - FIRE SUPPRESSION

G001 TITLE SHEET

G002 GENERAL INFORMATION

G003 PHASING PLAN - GROUND FLOOR

G004 PHASING PLAN - FIRST FLOOR

AD101 DEMOLITION PLAN - GROUND FLOOR

AD102 DEMOLITION PLAN - FIRST FLOOR

A101 SPACE PLAN - GROUND FLOOR

A102 SPACE PLAN - FIRST FLOOR

A103 SPACE PLAN - 3RD FLOOR / ROOF

A104 ACCESSIBILITY PLAN - GROUND FLOOR

A105 ACCESSIBILITY PLAN - FIRST FLOOR

A106 NEW WORK PLAN - GROUND FLOOR

A107 NEW WORK PLAN - FIRST FLOOR

A108 NEW WORK PLAN - 3RD FLOOR PLAN / ROOF

A109 FURNITURE & EQUIPMENT PLAN - GROUND FLOOR

A110 FURNITURE & EQUIPMENT PLAN - FIRST FLOOR

A111 T&E PLAN - GROUND FLOOR

A112 T&E PLAN - FIRST FLOOR

A113 REFLECTED CEILING PLAN - GROUND FLOOR

A114 REFLECTED CEILING PLAN - FIRST FLOOR

A200 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A401 INTERIOR ELEVATIONS

A402 INTERIOR ELEVATIONS

A403 INTERIOR ELEVATIONS

A404 INTERIOR ELEVATIONS

A405 INTERIOR ELEVATIONS

A406 INTERIOR ELEVATIONS

A407 INTERIOR ELEVATIONS

A408 INTERIOR ELEVATIONS

A409 INTERIOR ELEVATIONS

A410 ENLARGED STAIR PLANS AND SECTIONS

A501 MILLWORK & INTERIOR DETAILS

A601 DOOR & WINDOW SCHEDULES

A603 PARTITION TYPES & SCHEDULE

I101 FINISH SCHEDULE AND MATERIAL LEGEND

I102 SIGNAGE DETAILS

I103 FINISH FLOOR PLAN - GROUND FLOOR

I104 FINISH FLOOR PLAN - FIRST FLOOR

I105 FINISH CEILING PLAN - FIRST FLOOR

I106 PROPOSED PERSPECTIVES

I107 FINISH BOARD

S000 GENERAL NOTES - STRUCTURE

S001 DESIGN CRITERIA AND SCHEDULES

S002 SPECIAL INSPECTIONS

S003 SPECIAL INSPECTIONS

S100 FOUNDATION PLAN

S101 GROUND FLOOR PLAN

S102 FIRST FLOOR PLAN

S103 THIRD FLOOR / ROOF PLAN

S300 SECTIONS AND DETAILS-GROUND FLOOR AND FOUNDATION

S400 SECTIONS AND DETAILS- SUPERSTRUCTURE

S401 SECTIONS AND DETAILS - SUPERSTRUCTURE

S402 DUNNAGE PLAN AND DETAILS

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G002

GENERAL INFORMATION

2'-0"

7"

-1

7 "-9 "

" M

A X.

" M

IN

" M

IN

1' -0

M

IN

17"-19" 6"8"

1 _ 2 " M

IN

7" - 9"

" t o

39" to 41"

12" MAX

" t o

" M

A X

TO

O

P E

R A

B

LE

P O

IN

T

54" MIN.

M

IN

2'-0" MIN

" M

A X.

>10-24" MAX

24" MAX.30"

" M

A X

" M

A X.

10" MAX. 30"

" M

IN

" M

A X.

" M

A X.

10" MAX

" M

A X.

" M

IN

" M

A X.

20" MAX

" M

A X.

>20-25" MAX

NOTE:

ICC/ANSI A117.1-2009, SECTION 904.5.1 - SELF-SERVICE SHELVES AND

DISPENSING DEVICES. SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR

TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES SHALL COMPLY

WITH SECTION 308 FOR REACH RANGE.

INSULATE HOT WATER & DRAIN

PIPES

6" MAX. DEPTH x 30" MIN. WIDTH TOE

CLEARANCE

8" MIN. DEPTH x 30" MIN.

WIDTH KNEE SPACE

MIRROR MTD @ 40"

A.F.F. MAX TO BOTTOM

OF REFLECTING

SURFACE

48" S.S. GRAB BAR

36" S.S. GRAB BAR

33" MIN. TO 36"

MAX. TO TOP OF

GRIPPING

SURFACE

PAPER TOWEL DISPENSER

DRYER

T.S. COVER DISPENSER

SHALL

BE MOUNTED 1 1/2" (MIN.)

BELOW GRAB RAIL

18" VERTICAL S.S.

GRAB

BAR (IF RQ'D)

18" MIN A.F.F. FOR

OPERABLE

OPENING W/O

OBSTRUCTION

FROM GRAB BAR

NOTES:

1. TOP OF GRIPPING SURFACE

33" TO 36" MAX TO THE TOP OF

THE BAR.

2. 12" MINIMUM CLEAR

ABOVE GRAB BAR

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ANOD ANODIZED

@ AT

BKLG BLOCKING

BOS BOTTOM OF SLAB

C CONCRETE

CAB CABINET

CCT CUBICLE CURTAIN TRACK

CG CORNER WALL GUARD

CLG CEILING

CLOS CLOSET

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CSS CLINICAL SERVICE SINK

CPT CARPET TILE

CT CERAMIC TILE

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DOOR

DRESS DRESSING

DWG DRAWING

DWR DRAWER

EA EACH

EG END WALL GUARD

ELEC ELECTRIC(AL)

ELEV ELEVATOR/ ELEVATION

EMER EMERGENCY

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FT FEET/ FOOT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHS FIRE HOSE STATION

FHC FIRE HOSE CABINET

FLR FLOOR(ING)

FLUOR FLUORESCENT

FR FRAME/ FIRE RETARDANT

FVC FIRE VALVE CABINET

GALV GALVANIZE(D)

GB GRAB BAR / GYPSUM BOARD

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

GWB GYPSUM WALLBOARD

HC HOLLOWCORE

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HW HARDWARE SET

IB INTEGRAL BASE

ID INSIDE DIAMETER

IN INCH(ES)

INT INTERIOR

INTEG INTEGRAL

INTLK INTERLOCK

LAM LAMINATE (D)

LAV LAVATORY

LB POUND

LG LENGTH

LH LEFT HAND

LHRB LEFT HAND REVERSE BEVEL

LOCK LOCKERS

LVR LOUVER

LVT LUXURY VINYL TILE

S SOUTH

SC HIGH BUILD GLAZED COATING

SCW SOLID CORE WOOD

SEAL SEALANT

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

SSM SOLID SURFACE MATERIAL

S STL STAINLESS STEEL

SSV SEAMLESS SHEET VINYL

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURAL

SV SHEET VINYL

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

TOC TOP OF CURB/ TOP OF CONC.

TOIL TOILET

TOS TOP OF SLAB/ TOP OF STEEL

TPTN TOILET PARTITION

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

TZ TERRAZZO

UON UNLESS OTHERWISE NOTED

VAC VACUUM

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VT VINYL TILE

VWC VINYL WALL COVERING

REVISION

REVISION

NUMBER

ELEVATION

NUMBER

1ST FLOOR

EL +100'-0"

DETAIL OR ENLARGED PLAN

NUMBER

SHEET ON WHICH

DETAIL OR ENLARGED PLAN

IS DRAWN

DARKENED POINTS

INDICATE THE

ELEVATION(S) DRAWN

SHEET ON WHICH

ELEVATION IS DRAWN

A500

PLAN NORTH

A500

A5005 A500

1 DEMOLITION NOTES1

PARTITION TYPE

IDENTIFICATION

ELEVATION REFERENCE

SECTION REFERENCE

SECTION NUMBER

SHEET ON WHICH

SECTION IS DRAWN

REVISION IDENTIFICATION

100 A DOOR AND WINDOW

IDENTIFICATION

NEW CONST.

RIGID INSULATION

UNDERBED MATERIAL

CONTINOUS WOOD

BLOCKING

DISCONTINOUS WOOD

BLOCKING

ALUMINUM

JUNCTION BOXJ

LED FIXTURES

EXST. FLUORESCENT

FIXTURES

CEILING GRILLE

DOWNLIGHT

EXIT LIGHT

WALL SCONCE

TELEPHONE OUTLET

DUPLEX OUTLET

QUADRAPLEX OUTLET

DECORATIVE DOWNLIGHT

ADDRESS: WILMINGTON VA MEDICAL CENTER

1601 KIRKWOOD HWY,

WILMINGTON, DE 19805

BUILDING DESCRIPTION: HOSPITAL

SCOPE OF WORK: IN-FILL EXISTING AUDITORIUM

CREATING A NEW FLOOR AT THE

LEVEL OF THE EXISTING FIRST

FLOOR.

USE GROUP: BUSINESS - B

CONSTRUCTION TYPE: I-A

FIRE SUPPRESSION: FULLY SPRINKLER PROTECTED

BUILDING STORIES: 8

RENOVATED AREAS: GROUND FLOOR - INFILL EXISTING

AUDITORIUM

FIRST FLOOR - EXPAND MENTAL

HEALTH SUITE

DATA OUTLET

MA MEDICAL AIR

MAX MAXIMUM

MED MEDICAL/MEDICATIONS

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH/ NITROGEN

NC NURSE CALL

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

O/OX OXYGEN

OPG OPENING

P PAINT

PL PLATE

PT PORCELAIN TILE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PTD PAINTED

PTN PARTITION

RB RESILIENT BASE

REQD REQUIRED

RES RESINOUS FLOORING

RESIL RESILIENT

REV REVISED

RH RIGHT HAND

RHRB RIGHT HAND REVERSE BEVEL

RO ROUGH OPENING

RWC RIGID VINYL WALL COVERING

W WEST

W/ WITH

WC WATERCLOSET/

WATER COOLER/

WALL COVERING

WD WOOD

WG WIRE GLASS

WH WALL HUNG

W/O WITHOUT

WP WATERPROOF(ING)

WR WATER RESISTANT

WS WEATHERSTRIPPING

WSCT WAINSCOT

WT WEIGHT

WWF WOVEN WIRE FABRIC

BUILDING CODE REFERENCE:

• 2021 INTERNATIONAL BUILDING CODE

• 2021 INTERNATIONAL EXISTING BUILDING CODE

• 2021 INTERNATIONAL PLUMBING CODE

• 2021 INTERNATIONAL MECHANICAL CODE

• NFPA NATIONAL FIRE CODES INCLUDING BUT NOT LIMITED TO:

• 2021 NFPA 1 FIRE CODE

• 2018 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• 2019 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• 2019 NFPA 20 STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR

FIRE PROTECTION

• 2020 NFPA 70 NATIONAL ELECTRICAL CODE

• 2019 NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE

• 2021 NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND

VENTILATING SYSTEMS

• 2021 NFPA 99 HEALTH CARE FACILITY CODE

• 2021 NFPA 101 LIFE SAFETY CODE

• 2019 NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

• ENERGY POLICY ACT OF 2005 (EPAct)

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, & VA NATIONAL CAD

STANDARD APPLICATION GUIDE

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABASS) INCLUDING VA

SUPPLEMENT, BARRIER FREE DESIGN GUID (PG-18-13)

• OSHA (OCCUPATIONAL, SAFETY & HEALTH ADMINISTRATION) STANDARDS

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• ASME BOILER & PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE

INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

(AISC)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL,

COMMERCIAL, AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDING AND NEW LOW-

RISE RESIDENTIAL & BUILDINGS, 10 CFR PARTS 433, 434, & 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE & SUSTAINABLE BUILDINGS:

MEMORANDUM OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL

REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1-2019

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15-2019

• OIT - INFRASTRUCTURE STANDARD FOR TELECOMUNICATIONS SPACES GUIDE

SUBMISSION

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G003

PHASING PLAN - GROUND FLOOR

SUBMISSION

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G004

PHASING PLAN - FIRST FLOOR

SUBMISSION

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AD101

DEMOLITION PLAN - GROUND

FLOOR

1/4" = 1'-0"1 GROUND FLOOR DEMOLITION PLAN

SUBMISSION

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AD102

DEMOLITION PLAN - FIRST FLOOR

1/4" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN

SUBMISSION

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A101

SPACE PLAN - GROUND FLOOR

1/4" = 1'-0"1 SPACE PLAN - GROUND FLOOR

SUBMISSION

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A102

SPACE PLAN - FIRST FLOOR

1/4" = 1'-0"1 SPACE PLAN - FIRST FLOOR

SUBMISSION

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A103

SPACE PLAN - 3RD FLOOR / ROOF

1/4" = 1'-0"1 SPACE PLAN - THIRD FLOOR / ROOF

SUBMISSION

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A104

ACCESSIBILITY PLAN - GROUND

1/4" = 1'-0"1 ACCESSIBILITY PLAN - GROUND FLOOR

SUBMISSION

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A105

ACCESSIBILITY PLAN - FIRST

1/4" = 1'-0"1 ACCESSIBILITY PLAN - FIRST FLOOR

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A106

NEW WORK PLAN - GROUND

1/4" = 1'-0"1 NEW WORK PLAN - GROUND FLOOR

SUBMISSION

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A107

NEW WORK PLAN - FIRST FLOOR

1/4" = 1'-0"1 NEW WORK PLAN - FIRST FLOOR

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A108

NEW WORK PLAN - 3RD FLOOR

PLAN / ROOF

1/4" = 1'-0"1 NEW WORK PLAN - THIRD FLOOR / ROOF

1 1/2" = 1'-0"2 FLASHING DETAIL @ STEEL POST

SUBMISSION

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A109

FURNITURE & EQUIPMENT PLAN -

GROUND FLOOR

1/4" = 1'-0"1 FURNITURE & EQUIPMENT PLAN - GROUND FLOOR

SUBMISSION

Office of Construction and Facilities Management

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A110

FURNITURE & EQUIPMENT PLAN -

FIRST FLOOR

1/4" = 1'-0"1 FURNITURE & EQUIPMENT PLAN - FIRST FLOOR

SUBMISSION

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A111

T&E PLAN - GROUND FLOOR

1/4" = 1'-0"1 T & E PLAN - GROUND FLOOR

SUBMISSION

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A112

T&E PLAN - FIRST FLOOR

1/4" = 1'-0"1 T & E PLAN - FIRST FLOOR

SUBMISSION

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A113

REFLECTED CEILING PLAN -

GROUND FLOOR

1/4" = 1'-0"1 REFLECTED CEILING PLAN - GROUND FLOOR

SUBMISSION

Office of Construction and Facilities Management

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A114

REFLECTED CEILING PLAN - FIRST

1/4" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR

SUBMISSION

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A200

EXTERIOR ELEVATIONS

1/4" = 1'-0"1 NORTH ELEVATION

1/4" = 1'-0"2 WEST ELEVATION

1/4" = 1'-0"3 SOUTH ELEVATION

P

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

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A301

BUILDING SECTIONS

1/4" = 1'-0"1 Section 1

1/4" = 1'-0"2 Section 2

3/4" = 1'-0"3 ENLARGED WINDOW DETAIL

1 1/2" = 1'-0"4 WINDOW HEAD DETAIL

1 1/2" = 1'-0"5 WINDOW SILL DETAIL

3" = 1'-0"6 PRECAST SILL PROFILE

3/4" = 1'-0"7 SECTION AT EXTERIOR DOOR

1 1/2" = 1'-0"8 DOOR HEAD DETAIL

1 1/2" = 1'-0"9 DOOR SILL DETAIL

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A401

INTERIOR ELEVATIONS

1/2" = 1'-0"1 DRIVERS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"2 DRIVERS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"3 DRIVERS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"4 DRIVERS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"9 MY HEALTHE VET OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"10 MY HEALTHE VET OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"11 MY HEALTHE VET OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"12 MY HEALTHE VET OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"5 DRIVERS OFFICE - FLOOR PLAN

1/2" = 1'-0"6 MY HEALTHE VET OFFICE - FLOOR PLAN

SUBMISSION

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A402

INTERIOR ELEVATIONS

1/2" = 1'-0"2 MY HEALTHE VET TRAINING - INTERIOR ELEVATION

1/2" = 1'-0"1 MY HEALTHE VET TRAINING - FLOOR PLAN

1/2" = 1'-0"3 MY HEALTHE VET TRAINING - INTERIOR ELEVATION

1/2" = 1'-0"4 MY HEALTHE VET TRAINING - INTERIOR ELEVATION

1/2" = 1'-0"5 MY HEALTHE VET TRAINING - INTERIOR ELEVATION

1/2" = 1'-0"6 BENE - TRAVEL TRAINING - FLOOR PLAN

1/2" = 1'-0"7 BENE - TRAVEL TRAINING - INTERIOR ELEVATION

1/2" = 1'-0"9 BENE - TRAVEL TRAINING - INTERIOR ELEVATION

1/2" = 1'-0"8 VTS COORD. - INTERIOR ELEVATION

1/2" = 1'-0"10 VTS COORD. - INTERIOR ELEVATION

1/2" = 1'-0"11 VTS COORD. - INTERIOR ELEVATION

1/2" = 1'-0"12 VTS COORD. - INTERIOR ELEVATION

SUBMISSION

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A403

INTERIOR ELEVATIONS

1/2" = 1'-0"2 ASSISTANTS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"3 ASSISTANTS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"4 ASSISTANTS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"5 ASSISTANTS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"1 ASSISTANTS OFFICE - FLOOR PLAN

1/2" = 1'-0"7 SUPERVISORS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"8 SUPERVISORS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"9 SUPERVISORS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"10 SUPERVISORS OFFICE - INTERIOR ELEVATION

1/2" = 1'-0"6 SUPERVISORS OFFICE - FLOOR PLAN

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

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460-325

A404

INTERIOR ELEVATIONS

1/2" = 1'-0"5 CORRIDOR 104 - INTERIOR ELEVATION

1/2" = 1'-0"6 CORRIDOR 104 - INTERIOR ELEVATION

1/2" = 1'-0"1 MSA GROUND LEVEL - INTERIOR ELEVATION

1/2" = 1'-0"2 MSA GROUND LEVEL - INTERIOR ELEVATION

1/2" = 1'-0"3 MSA GROUND LEVEL - INTERIOR ELEVATION

1/2" = 1'-0"4 MSA GROUND LEVEL - INTERIOR ELEVATION

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A405

INTERIOR ELEVATIONS

1/2" = 1'-0"1 MSA GROUND LEVEL - INTERIOR ELEVATION FROM CORRIDOR

1/2" = 1'-0"2 MSA GROUND LEVEL - SECTION

1/2" = 1'-0"3 MSA FIRST LEVEL - INTERIOR ELEVATION FROM CORRIDOR

1/2" = 1'-0"4 MSA FIRST LEVEL - SECTION

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A406

INTERIOR ELEVATIONS

1/2" = 1'-0"2 OFFICE 1133G - INTERIOR ELEVATION

1/2" = 1'-0"3 OFFICE 1133G - INTERIOR ELEVATION

1/2" = 1'-0"4 OFFICE 1133G - INTERIOR ELEVATION

1/2" = 1'-0"5 OFFICE 1133G - INTERIOR ELEVATION

1/2" = 1'-0"1 OFFICE 1133G - FLOOR PLAN

1/2" = 1'-0"7 GROUP ROOM - INTERIOR ELEVATION

1/2" = 1'-0"8 GROUP ROOM - INTERIOR ELEVATION

1/2" = 1'-0"9 GROUP ROOM - INTERIOR ELEVATION

1/2" = 1'-0"10 GROUP ROOM - INTERIOR ELEVATION

1/2" = 1'-0"6 GROUP ROOM - FLOOR PLAN

5'

- 0

4'

- 0

9'

- 0

4'

- 0

5'

- 5

7'

- 2

4'

- 0

4'

- 0

EQ EQ

3' - 0 1/4"

2'

- 0

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A407

INTERIOR ELEVATIONS

1/2" = 1'-0"2 RESTROOM 1132 - INTERIOR ELEVATION

1/2" = 1'-0"3 RESTROOM 1132 - INTERIOR ELEVATION

1/2" = 1'-0"4 RESTROOM 1132 - INTERIOR ELEVATION

1/2" = 1'-0"1 RESTROOM 1132 STAFF - FLOOR PLAN

1/2" = 1'-0"5 RESTROOM 1132 - INTERIOR ELEVATION

1/2" = 1'-0"6 HAND SINK ALCOVE - FLOOR PLAN

1/2" = 1'-0"7 HAND SINK ALCOVE - ELEVATION

1/2" = 1'-0"8 RESTROOM 1126 PATIENTS - FLOOR PLAN

1/2" = 1'-0"10 RESTROOM 1126 PATIENTS - INTERIOR ELEVATION

1/2" = 1'-0"9 RESTROOM 1126 PATIENTS - INTERIOR ELEVATION

1/2" = 1'-0"12 RESTROOM 1126 PATIENTS - INTERIOR ELEVATION

1/2" = 1'-0"11 RESTROOM 1126 PATIENTS - INTERIOR ELEVATION

7'

- 6

9'

- 0

3'

- 0

4'

- 6

2' - 9" 2' - 6" 2' - 9" 2' - 9" 1 1/2" FILLER

2'

- 1

0" 1'

- 8

2'

- 6

7'

- 0

2' - 9" 2' - 6" 2' - 9" 2' - 9" 1 1/2" FILLER

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A408

INTERIOR ELEVATIONS

1/2" = 1'-0"1 CORRIDOR @ FIRST FLOOR

1/2" = 1'-0"2 CORRIDOR @ FIRST FLOOR

1/2" = 1'-0"3 CORRIDOR @ FIRST FLOOR

1/2" = 1'-0"4 CORRIDOR @ FIRST FLOOR

1/2" = 1'-0"5 MSA FIRST LEVEL - INTERIOR ELEVATION

1/2" = 1'-0"6 MSA FIRST LEVEL - INTERIOR ELEVATION

1/2" = 1'-0"7 MSA FIRST LEVEL - INTERIOR ELEVATION

1/2" = 1'-0"8 MSA FIRST LEVEL - INTERIOR ELEVATION

1/2" = 1'-0"9 STAFF BREAK ROOM 1129

SUBMISSION

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A409

INTERIOR ELEVATIONS

1/2" = 1'-0"1 FIRST FLOOR - CORRIDOR 202

1/2" = 1'-0"2 FIRST FLOOR - CORRIDOR 202

1/2" = 1'-0"3 FIRST FLOOR - CORRIDOR 202

1/2" = 1'-0"4 FIRST FLOOR - CORRIDOR 202

SUBMISSION

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A410

ENLARGED STAIR PLANS AND

SECTIONS

1/4" = 1'-0"1 ENLARGED STAIR PLAN -GROUND FLOOR

1/4" = 1'-0"2 ENLARGED STAIR PLAN -FIRST FLOOR

1/4" = 1'-0"3 STAIR SECTION

1 1/2" = 1'-0"5 GUARDRAIL/HANDRAIL

1 1/2" = 1'-0"6 RAILING DETAIL

1 1/2" = 1'-0"4 STAIR DETAIL

1 1/2" = 1'-0"7 TYPICAL RAILING ELEVATION

MFG.R. REQ'D

TO

M

AT

CH

E

XI

ST

IN

G

TO

M

AT

CH

E

XI

ST

IN

G

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A501

MILLWORK & INTERIOR DETAILS

1 1/2" = 1'-0"1 TYP Base Cabinet

3" = 1'-0"3 TYP. Wall Guard Plan 3" = 1'-0"4 TYP. Wall Guards Section

1 1/2" = 1'-0"2 TYP MSA Patient Counter 6" = 1'-0"5 Hardwood Chair Rail

1 1/2" = 1'-0"6 TYP Wall Mounted Cabinet 1 1/2" = 1'-0"7 TYP Sink Base Cabinet

1 1/2" = 1'-0"8 COLUMN SURROUND DETAIL

1 1/2" = 1'-0"9 COLUMN SURROUND DETAIL

1 1/2" = 1'-0"10 COLUMN SURROUND DETAIL

2"

PARTITION AS SCHEDULED

METAL RUNNER CHANNEL

SEALANT, TYP.

HOLLOW METAL FRAME AS

SCHEDULED

DOOR AS SCHEDULED

TY

P.4"

2"

PARTITION AS SCHEDULED

(2) 25 GA. METAL STUDS FLOOR

TO TOP OF WALL, BRACE TO

STRUCTURE

SEALANT, TYP.

HOLLOW METAL FRAME (AS

SCHEDULED)

DOOR AS SCHEDULED

ADJACENT

WALL

(3) ANCHORS PER JAMB,

PROVIDE SPOT GROUTING

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A601

DOOR & WINDOW SCHEDULES

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN

2'-0" [610mm] FOR GYP. WALLBD. OR 16" [400mm] FOR

PLASTER PARTITION.

SECTION B

VERTICAL STUDS @ 2'-0" [610mm] MAX.

W/GYPSUM WALLBD. 1'-4" [406mm] W/GYPSUM

LATH & PLASTER DOUBLE STUDS FOR

SUPPORTING CONC. BACKER BOARD.

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10'-0" [3048mm] & ARE FINISHED BOTH

SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/HINGE REINFORCEMENT.

SEC.

B

GYPSUM WALLBD.

PANELS

CONTROL

JOINT

ISOMETRIC OF CONSTR.

JT.

ELEVATION AT DOOR FRAME

DETAIL

D

DETAIL

C

SECTION

A

DETAIL

C

CRIPPLE STUD DO

NOT ANCHOR TO

BEARING STUD

JAMB ANCHORS

(FURNISHED WITH FRAME)

ACOUSTICAL SEALANT,

BOTH SIDES

TOP OF STRUCTURE

5/8" GYP. BD.

3 5/8" METAL

STUD, 16" O.C.

CEILING AS SCHEDULED

3 1/2" SAB (.1/.2 WALLS ONLY)

SE

CT

IO

N

PL

AN

V

IE

W

SE

CT

IO

N

PARTITION TYPE A

N/AN/AN/AN/A

BOTTOM OF STRUCTURE

ACOUSTICAL SEALANT,

BOTH SIDES

TOP OF STRUCTURE

5/8" GYP. BD.

6" METAL STUD,

16" O.C.

CEILING AS SCHEDULED

SE

CT

IO

N

PL

AN

V

IE

W

SE

CT

IO

N

PARTITION TYPE B

FIRE RESISTANCE RATING = NONE

STC RATING = 49 (.1 WALLS ONLY)

STC RATING = 51 (.2 WALLS ONLY)

FIRE RESISTANCE RATING = NONE

STC RATING = 49 (.1 WALLS ONLY)

STC RATING = 51 (.2 WALLS ONLY)

N/AN/A

5 1/2" SAB

DEFLECTION TRACK

ACOUSTICAL SEALANT,

BOTH SIDES

BOTTOM OF STRUCTURE

DEFLECTION TRACK

ACOUSTICAL SEALANT,

BOTH SIDES

FIRE STOP AT CEILING

HIEGHT

FIRE STOP AT CEILING

HIEGHT

PARTITION TYPE C

FIRE RESISTANCE RATING = NONE

STC RATING = NONE

TYPICAL FURRING WALL

N/AN/AN/A N/A

BOTTOM OF STRUCTURE

ACOUSTICAL SEALANT,

BOTH SIDES

TOP OF STRUCTURE

5/8" GYP. BD.

EXISTING CONCRETE

ENCASE STEEL COLUMN

CEILING AS SCHEDULED

7/8" HAT TRACK

SE

CT

IO

N

PL

AN

V

IE

W

SE

CT

IO

N

3"49N/AN/A N/AN/A 49

N/A 5 1/2"

3"51N/AN/A ADDS 1/2" RESILIENT CHANNEL

RESILIENT CHANNEL (.2 WALLS ONLY)

N/AN/A 51 5 1/2"

5 1/2"

ADDS 1/2" RESILIENT CHANNEL

SINGLE SIDED GWB

RESILIENT CHANNEL (.2 WALLS ONLY)

ACOUSTICAL SEALANT,

BOTH SIDES

TOP OF STRUCTURE

5/8" GYP. BD.

3 5/8" METAL

STUD, 16" O.C.PL

AN

V

IE

W

SE

CT

IO

N

PARTITION TYPE D

N/AN/AN/AN/A

FIRE RESISTANCE RATING = NONE

N/AN/AN/AN/A SINGLE SIDED GWB

3'-1" FINISH HEIGHT

1" SOLID SURFACE WALL CAP

TYPICAL LOW WALL

SE

CT

IO

N

FIRE SEALANT, BOTH

SIDES

TOP OF STRUCTURE

(3) LAYERS 5/8" FIRE CODE X

GYP. BD.

25 GA 2 1/2" C-T

STUD, 24" O.C.

SE

CT

IO

N

PL

AN

V

IE

W

SE

CT

IO

N

PARTITION TYPE E

N/AN/AU4152 HR

FIRE RESISTANCE RATING = 2 HOUR

BOTTOM OF STRUCTURE

DEFLECTION TRACK

FIRE SEALANT,

BOTH SIDES

1" GYP. BD. SHAFT LINER

ACOUSTICAL SEALANT,

BOTH SIDES

TOP OF STRUCTURE

(2) LAYERS 5/8" FIRE CODE X GYP. BD.

3 5/8" METAL

STUD, 16" O.C.

CEILING AS SCHEDULED

3 1/2" SAB

SE

CT

IO

N

PL

AN

V

IE

W

SE

CT

IO

N

PARTITION TYPE F

U4191 HR

FIRE RESISTANCE RATING = 1 HOUR

STC RATING = 49

BOTTOM OF STRUCTURE

DEFLECTION TRACK

ACOUSTICAL SEALANT,

BOTH SIDES

FIRE STOP AT CEILING

HIEGHT

3"49

3/4" AC GRADE

FR PLYWOOD

(IN IT ROOM ONLY)

ACOUSTICAL SEALANT,

BOTH SIDES

TOP OF STRUCTURE

(2) LAYERS 5/8" FIRE CODE X GYP. BD.

EACH SIDE

6" METAL STUD,

16" O.C.

CEILING AS SCHEDULED

6" SAB

SE

CT

IO

N

PL

AN

V

IE

W

SE

CT

IO

N

PARTITION TYPE G

U4192 HR

FIRE RESISTANCE RATING = 2 HR

STC RATING = 50

BOTTOM OF STRUCTURE

DEFLECTION TRACK

ACOUSTICAL SEALANT,

BOTH SIDES

FIRE STOP AT CEILING HIEGHT

6"50

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

A603

PARTITION TYPES & SCHEDULE

SUBMISSION

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

I101

FINISH SCHEDULE AND MATERIAL

LEGEND

SUBMISSION

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

I102

SIGNAGE DETAILS

TYPE 2 TYPE 3TYPE 1

TYPE 4

Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

I103

FINISH FLOOR PLAN - GROUND

Floor

Walls Ceiling

BaseFloor

Walls Ceiling

Base Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base Floor

Walls Ceiling

BaseFloor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

Floor

Walls Ceiling

Base

VA FORM 08 - 6231

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

ARCHITECT/ENGINEERCONSULTANT

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

I104

FINISH FLOOR PLAN - FIRST

SUBMISSION

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

I105

FINISH CEILING PLAN - FIRST

SUBMISSION

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VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

I106

PROPOSED PERSPECTIVES

GROUND FLOOR - MSA AREA GROUND FLOOR - MY HEALTHE VET TRAINING

FIRST FLOOR - MSA AREA FIRST FLOOR - OFFICE FIRST FLOOR - CORRIDOR

GROUND FLOOR - MSA AREA INSIDE

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I107

FINISH BOARD

ABV Above ADDL Additional ADH Adhesive ADJ Adjacent, Adjustment AESS Architecturally Exposed

Structural Steel AFF Above Finished Floor AGG Aggregate ALT Alternate ANCH Anchor APRX Approximate AR Anchor Rod ARCH Architect(ural) BOT, B Bottom B/ Bottom of B-B Back-to-Back BAL Balance BCE Bot Chord Extension BEL Below BF Braced Frame BLDG Building BLK(G) Block(ing) BM Beam BP Base Plate BR Brace(ing) BRDG Bridging BRG Bearing BRK Brick BRKT Bracket BS Both Sides BSMT Basement BT Bent BTWN Between BYD Beyond CAIS Caisson CANT. Cantilever CAP. Capacity C-C Center-to-Center CE Concrete Encased CHAM Chamfer CI Cast Iron CIP Cast In Place CJ Control/Contraction Joint CL Centerline CLG Ceiling CLR Clear CM Construction Manager CMU Concrete Masonry Unit COL Column COMB. Combined COMP Composite CONC Concrete COND Condition CONN Connection CONST Construction CONT Continuous CONTR Contractor COORD Coordinate COV Cover CP Cap Plate CSK Countersunk CTR Center(ed) CY Cubic Yard DBL Double DEMO, (D) Demolition/Demolish DEPR Depress(ed)/Depression DET(S) Detail(s) DEV Develop/Development DIA, Diameter DIAG Diagonal DIM(S). Dimension(s) DIR Direction DK Deck DL Dead Load DN Down

do. Ditto DP Deep DWG(S) Drawing(s) DWL Dowel

(E) Existing EA Each EE Each End EF Each Face EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator EMBED Embedment/Embedded ENGR Engineer EOD Edge Of Deck EOS Edge Of Slab EQ Equal EQP Equipment ES Each Side EXCAV Excavate/Excavation EXP Expansion EXT Exterior EW Each Way F/ Face of FAB Fabricate FDN Foundation

STANDARD ABBREVIATIONS

FIN. Finish(ed) FL Floor FLG Flange FP Fireproofing FRMG Framing FRP Fiber-Reinforced Polymer FS Far Side FT Feet FTG Footing FUT Future GA Gage GALV Galvanize(d) GC General Contractor GR Grade GYP Gypsum HDR Header HEF Horizontal Each Face HGR Hanger HI. High HIF Horizontal Inside Face HK Hook(ed) HOF Horizontal Outside Face HORIZ Horizontal HP High Point HSB High Strength Bolt HT Height H&V Horizontal & Vertical HVAC Heating, Ventilating, & Air Conditioning I.D. Inside Diameter I.F. Inside Face INFO Information INSTL Install/Installation INSUL Insulation INT Interior JST(S) Joist(s) JT Joint k Kip (thousand pounds) KB Knee Brace LB, # Pound LDGR Ledger (board) LEN Length LG Long LL Live Load LLBB Long Legs Back to Back LLH Long-Leg Horizontal LLV Long-Leg Vertical LOCN Location LONGIT Longitudinal LP Low Point LSL Long-Slotted Hole, Laminated Strand Lumber LSV Long Side Vertical LVL Laminated Veneer Lumber LW Long Way LWC Light Weight Concrete M Moment MAS Masonry MATL Material MAX Maximum MECH Mechanical MFR Manufacturer MIN Minimum MISC Miscellaneous MO Masonry Opening MONO Monolithic MTL Metal NIC Not In Contract NO. Number NOM Nominal NS Near Side NTS Not To Scale NWC Normal Weight Concrete OC On Centers OD Outside Diameter O.F. Outside Face O-O Out-to-Out OPG Opening OPP Opposite OSB Oriented Strand Board OSL Outstanding Leg, Oriented Strand Lumber OVS Oversized-Hole PAF Powder Actuated Fastener PC Precast Concrete, Piece PCF Pounds per Cubic Foot PED Pedestal PERP Perpendicular PREFAB Prefabricate(d) PL Plate PLF Pounds per Lineal Foot PLYWD Plywood PMF Premolded Filler PROJ Project(ion) PSF Pounds per Square Foot PSI Pounds per Square Inch PSL Parallel Strand Lumber PT Preservative-Treated, Post-Tensioned PVC Polyvinyl Chloride QTY Quantity

R Radius RCMU Reinforced Concrete

Masonry Unit RD Roof Drain RDK Roof Deck REF Reference REINF Reinforce(d)/ Reinforcement REQ(D) Require(d) RET Retaining REV Revise(d)/Revision RO Rough Opening RQMT(S) Requirement(s) RXN Reaction SC Slip-Critical (connection) SCHED Schedule SECT Section SF Square Foot SFRM Spray-Applied Fire Resistant

Material SHRG Shoring SHTHG Sheathing SIM Similar SL Slope(d) SLBB Short Legs Back to Back SLV Sleeve SOD Slab On Deck SOG Slab On Grade SPA Space(s)/Spacing SPEC(S) Specification(s) SQ Square SS Stainless Steel SSL Short-Slotted Hole STD Standard STIFF Stiffener STIR. Stirrup STL Steel STRUC Structural SUPT Support SW Short Way SYM Symmetrical T Top T/ Top of T&B Top and Bottom TC Terra Cotta TCE Top Chord Extension TEMP Temporary, Temperature T&G Tongue and Groove THD Thread(ed) THK Thick(ness) TYP Typical UNO Unless Noted Otherwise U-P Underpinning V Shear VAR Varies VB Vapor Barrier VEF Vertical Each Face VERT Vertical VIF Vertical Inside Face, Verify In Field VOF Vertical Outside Face VR Vapor Retarder w/ With w/o Without WD Wood WI Wrought Iron WP Work Point, Waterproofing WT Weight WWF Welded Wire Fabric XS Extra Strong XXS Double Extra Strong ± Exist Dim or El (VIF)

SYMBOLS

FLOOR/ROOF CONSTRUCTION

SPAN DIRECTION w/ T/ SLAB

ELEVATION, SEE PLAN NOTES

LINTEL ABOVE (LOAD-

BEARING), SEE SCHEDULE

L_

SLOPE ARROW

SLAB STEP

SLAB SLOPE

SPOT ELEVATION

SEE PLAN NOTES.

6" SOD

RECTANGULAR BEAM WEB

PENETRATION SEE SCHEDULE

RWP#

CIRCULAR BEAM WEB

PENETRATION SEE SCHEDULE

CWP#

NEW GRID LINE

(E) GRID LINE

APPROXIMATE TEMPORARY

SHORE LOCATION

DIAGONAL OR HORIZ BRACE

DIMENSION. DOT SNAPS TO CL

OR GRIDS. TICK SNAPS TO EDGE

OR FACE OF OBJECT.

4" SOG CONCRETE SLAB ON GRADE

WITH TOP OF SLAB ELEVATION,

SEE PLAN NOTES.

L_ LINTEL MARK

INDICATES REINFORCE

EXISTING CONNECTION

SEE TYP DETAIL

RC

STRUCTURAL DRAWINGS LIST

SHEET

NUMBER DRAWING TITLE 25

D

ES

IG

N

SU

BM

IS

SI

ON

/11

/20

C

ON

ST

R

DO

CS

S

UB

MI

SS

IO

N

/28

/22

C

ON

ST

R

DO

CS

S

UB

MI

SS

IO

N

/02

0%

C

ON

ST

R

DO

CS

S

UB

MI

SS

IO

N

F

IN

AL

C

ON

ST

R

DO

CS

S

UB

MI

SS

IO

N

CO

NT

RA

CT

D

OC

UM

EN

TS

S

UB

MI

SS

IO

N

/12

/20

S000 GENERAL NOTES - STRUCTURE X X X X X

S001 DESIGN CRITERIA AND SCHEDULES X X X X X

S002 SPECIAL INSPECTIONS X X X X X

S003 SPECIAL INSPECTIONS X X X X X

S100 FOUNDATION PLAN X X X X

S101 GROUND FLOOR PLAN X X X X X X

S102 FIRST FLOOR PLAN X X X X X X

S103 THIRD FLOOR/ROOF PLAN X X X X X X

S300 SECTIONS AND DETAILS- GROUND FLOOR AND FOUNDATION X X X X X

S400 TYPICAL SECTIONS AND DETAILS- SUPERSTRUCTURE X X X X X

S401 SECTIONS AND DETAILS- SUPERSTRUCTURE X X X X X

S402 DUNNAGE PLAN AND DETAILS X X X X

KEAST & HOODC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONTRACT DOCUMENTS

SUBMISSION

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER STAMPCONSULTANT

321 4 5 6 7 8 9 10

1601 Kirkwood Hwy. Wilmington, DE 19805

12.12.2022

PTF TOM

VA Wilmington - Addition for Mental Health

FULLY SPRINKLERED

460-325

S000

GENERAL NOTES - STRUCTURE

GENERAL

1. These notes highlight but do not replace the specifications contained in the Project Manual.

2. The applicable building code is 2021 IBC.

3. Refer to the Design Loads and Factors table, this sheet, on sheet S001 for code required loads for the project.

4. Refer to the Special Inspections tables on sheets S002 & S003 and the Special Inspections forms for special inspection requirements for the project. Work the Special Inspections Table in conjunction with the specifications.

5. Contractor is solely responsible for means and methods during the course of the work. Do not damage or endanger the structural integrity of the Work or Existing Structure.

6. Contractor shall be responsible for the proper and safe design of shoring systems for trenches and excavations.

7. Notify Engineer in case of discrepancies between drawings, and these notes, and Project Manual before proceeding with the work.

8. Use architectural drawings and drawings of other disciplines in conjunction with the structural drawings to properly perform the work.

9. If conditions disclosed during excavation and demolition reveal unforeseen conditions, promptly request direction from Architect or Engineer before proceeding.

10. Contractor is responsible for coordinating between trades.

11. Do not scale drawings.

12. Field dimensions

A. If structural drawings are used for laying out column centers and wall lines, all dimensions shall first be verified with the architectural drawings. Layout shall be closed before work is begun.

B. Verify all dimensions and accurately locate all existing columns, bearing walls, and other structural members before beginning work or preparing shop drawings.

13. Sections and details shown, while drawn for specific locations, are intended to establish the general types of details to be used throughout.

14. The Engineer's review of a submittal shall not relieve the Contractor of their responsibility to follow the intent of the contract drawings.

DELEGATED DESIGN ITEMS

1. Employ or retain a licensed professional engineer in the project jurisdiction to design and detail the following performance specified structural components:

A. Concrete mix design B. Helical pile design C. Shoring / Scaffolding D. Temporary excavation support E. Cold formed steel framing F. Stairs and railings

2. See individual material sections for additional requirements.

EXISTING BUILDING/STRUCTURE NOTES

1. Existing building conditions have been established based on existing structural drawings prepared by Massena & DuPont

Architects & Engineers dated 11/15/1947. The contractor shall reference these drawings for existing structural information not shown. These drawings are available from the Owner upon request.

2. Utmost care shall be exercised at all times when working on existing structural members and masonry walls to avoid impairing the carrying capacity of the existing structure.

A. Should the Architect or Engineer determine that the carrying capacity of the existing structure has been impaired by, or as a result of, the operations of the Contractor, or is otherwise not in conformance with the contract documents, appropriate remedial work shall be required.

B. Any damage resulting from the operations of the Contractor shall be repaired as directed by the Owner's representative at no additional cost to the Owner.

3. Notify the Architect or Engineer before cutting or removal of any part of the existing structure not indicated to be modified or demolished.

SITE PREPARATION

1. Locate and mark all underground utility lines before starting work and call all local jurisdictions having authority and Miss Utility

800-282-8555.

2. Provide for the proper and safe design and installation of all sheeting and shoring excavation support systems. All sheeting and shoring systems shall be designed by a professional engineer engaged by the Contractor and registered in the state of the project. Submit signed and sealed shop drawings and calculations to the Engineer for review.

3. Permanent or abandoned timber lagging must be preservative treated prior to use to prevent insect infestation.

4. Submit plan for dewatering to the geotechnical engineer for review.

A. Construct and maintain a series of ditches and sumps to remove ground water from the working area.

B. Install a complete system of well points around the working area; this system to be kept in continuous operation during excavation and construction of foundations, slabs, and backfilling.

5. Discharge pumped water as directed by owner and in accordance with applicable federal, state & local regulations.

FOUNDATIONS

1. Foundations are designed for helical piles with an allowable axial compression of 15 tons (30 kips). Existing geotechnical test boring logs and test pile drawings dated 11/15/1947 will be provided. The helical piles shall be designed by the contractor's engineer.

2. Special inspector certified in geotechnical inspection shall inspect and report on adequacy of helical piles.

3. Foundations should be cast on the same day in which excavation for them is completed. If placing of concrete is delayed, foundation bottoms shall be trimmed to firm material immediately before casting.

4. Place concrete in dry excavations only. Note soil and water conditions as shown by borings and depths of foundations as shown on foundation plans. Pending approval by the Owner, Contractor may elect to conduct further subsurface investigations at their own expense.

5. Grade beam sides shall be formed; earthen sides are not permissible.

6. Refer to specifications and architectural drawings for waterproofing details and procedures.

7. Structural fill:

A. Shall be placed in maximum of 8" loose lift thickness and compacted to 95% of Standard Proctor in accordance with ASTM D698.

B. Tests shall be performed for each lift at a rate of two tests per lift minimum.

REINFORCED CONCRETE

1. Concrete construction shall follow requirements of the project specifications and ACI 301 "Specifications for Structural

Concrete".

2. Detail, fabricate and place reinforcing and bar supports in accordance with the provisions set forth by the American Concrete

Institute and the CRSI "Manual of Standard Practice."

3. Provide shop drawings showing full information for reinforcing placement. Develop all member elevations and sections with pertinent elevations given, to clearly indicate the position of the reinforcement and construction joints, without reproducing sections, plans, or elevations from the design drawings.

4. Reinforcing steel shall conform to ASTM A615, Grade 60. Reinforcement to be welded shall conform to ASTM A706.

5. Length of reinforcing bars, if shown, does not include hooks.

6. Mechanical splice couplers shall conform to ACI 318, Type 1, tension-compression type couplers. Coupler to be same material as reinforcing bar being spliced. Submit product information and ICC-ES Evaluation Report.

7. Welded wire fabric shall conform to ASTM A1064.

8. Concrete properties: See schedule on sheet S001.

9. Clear cover for cast-in-place concrete reinforcing: See schedule on sheet S001.

10. Reinforcement not shown on sections and plans is the same as that shown in similar sections and at similar locations.

11. Extend reinforcing through construction joints or provide dowels equal in size and number to bars in the doweled member.

Develop or splice dowels on each side of cold joint according to the reinforcing development length tables on S001 and respective typical details.

12. Use stirrup and tie bending radii for all #3 through #5 bars.

13. Ties and stirrups:

A. Provide closed stirrups in all beams.

B. Provide pedestal ties as scheduled.

14. Slabs on Grade:

A. Unless otherwise noted, slab on grade shall be reinforced with 6x6, W2.0 x W2.0 WWF, lapped 6" on all sides, set 1 1/2" below top of slab.

B. Provide premolded joint filler where slab abuts vertical surface ex: columns, pedestals.

15. Slabs on Deck:

A. See plan for supported slab on deck and reinforcement information.

B. Contractor shall make allowances for additional concrete required due to deflection of the steel deck from the dead weight of concrete and construction loading in accordance with SDI guidelines.

C. Use wet screed to obtain constant thickness of concrete above beams. Do not laser level or laser screed floor surface.

D. Do not install contraction joints in supported slabs.

16. Allow concrete (including concrete fill on metal decks) to dry as required by floor finish/adhesive manufacturer before installing finishes. Test slab for moisture content and/or moisture vapor evaporation rates per ASTM E 1907 to verify adequate dryness in accordance with the flooring manufacturer’s preparation requirements. Refer to ACI 302.1R and NRMCA CIP 28 for further discussion.

17. Contractor shall notify Owner's inspection agency before placement of concrete to allow for inspection of reinforcing placement, clearance, stud quantities on steel beams, and to confirm debris has been removed from forms.

18. Refer to ACI 301 and special inspections table for testing requirements.

STRUCTURAL STEEL

1. Detail, fabricate, and erect structural steel in accordance with AISC 360 and AISC 303 “Code of Standard Practice”.

2. Structural steel design is based on the Load and Resistance Factor Design (LRFD) methodology. All loads shown on drawings are factored loads, unless noted otherwise.

3. The structural steel detailer shall develop all elevations, plans, and sections without reproducing same from the design drawings.

Detailer shall adequately cross reference the structural drawings to the satisfaction of the engineer. All shop drawings shall be submitted for review and review comments incorporated prior to fabrication.

4. Materials shall conform to the following:

ASTM A36 Bars, rods, angles, channels and plates ASTM A992 W and WT shapes ASTM A53, Grade B Pipes ASTM A500, Grade C Hollow Structural Sections ASTM A325 High strength bolts ASTM F1554 Grade 36 Anchor Rods AWS A5.1 E70XX Welding electrodes ASTM A108, AWS D1.1, Type B Shear Connectors (headed) ASTM A36 All other structural shapes

5. All bolts shall be 3/4" dia., ASTM A325 high-strength bearing, type N bolts, unless noted otherwise.

6. All bolts, nuts, washers and related hardware for exterior and other galvanized steel construction shall be mechanically galvanized according to ASTM B695, Class 55.

7. Electrodes shall be suited to grade and weldability of base metal.

8. Remove galvanizing from steel in the area of field welding. Repair abraded surfaces and coat weld with zinc-rich coating.

9. Steel framing shall be properly guyed, aligned and plumbed within AISC tolerances before proceeding with final connections.

10. Provide 1/4" setting/leveling plates under all steel columns, unless otherwise noted.

11. Furnish anchor rods with leveling nuts when leveling plate is not utilized.

12. Base plates shall be shop welded to columns.

13. Provide a survey of in-place anchor bolt locations to the steel fabricator. Adjust anchor bolt holes accordingly before fabrication of column base plates and delivery to the site.

14. All cap plates shall match flange thickness of beam above (1/2" minimum thickness) for beams bearing on columns.

15. Cap all HSS and pipe columns with 1/4" plate.

16. Punch or drill holes for architectural and mechanical details in shop. See other drawings for location.

17. Field cutting or burning of structural steel is prohibited.

18. Steel deck shall be manufactured by a member firm of the Steel Deck Institute (SDI) and shall be detailed, fabricated and erected in accordance with SDI specifications.

A. See plans for steel deck type, depth and gauge.

B. Attach steel deck to supporting steel and fasten side laps in accordance with the specifications.

C. Deck gauges indicated are minimums based on three span conditions. Contractor shall verify all steel deck shoring requirements and provide temporary shoring in accordance with the steel deck manufacturer. The contractor may elect to provide heavier deck gauges to reduce temporary shoring requirements.

19. Structural steel to be encased in concrete shall be unpainted and wrapped with 6 x 6, W1.4 x W1.4 WWF.

20. See architectural drawings for additional steel not shown on structural drawings.

21. Cap all exterior HSS and pipe sections and galvanize. Seal weld to end of member. Fill all vent holes after galvanizing by plugging with zinc solder and filing off smooth Maintain permanent weep holes at the base of exposed columns and beams.

22. Galvanize exterior exposed steel in accordance with ASTM A 123. Repair scratched or abraded galvanized surfaces with zinc-rich coating. After galvanizing, straighten members to meet AISC standard mill tolerances.

23. Galvanize all lintels, shelf angles, beams and plates (including their associated shims, bolts and accessories) in direct contact with the exterior wythe of masonry. Additional members/assemblies shall be galvanized where noted on the drawings.

24. Where plates, angles or other miscellaneous members require welding (either field or shop) or slip-critical connections, mask connection surfaces prior to shop priming and touch-up with primer after completing connection.

MASONRY

1. Masonry shall be constructed in accordance with TMS 602.

2. All concrete masonry units shall conform to ASTM C90. Provide two-cell units, unless noted otherwise on plans.

3. Compressive strength (f'm) of all concrete unit masonry assemblies shall be 2000 psi at 28 days.

4. Concrete Unit Masonry Strength: Compressive strength of concrete unit masonry (f'm) may be determined either by strength or individual units, grout strength, and mortar type in accordance with TMS 602 article 1.4.B.2.b or by prism test method in accordance with TMS 602 article 1.4.B.3. Submit data and test results to validate masonry system strength via one of the two referenced methods.

5. Use ASTM C270, Type S mortar below grade.

6. Use ASTM C270, Type S mortar for CMU above grade.

7. Use ASTM C270, Type N mortar for veneer.

8. Lay CMU in piers, columns, pedestals and partially-grouted walls with face shells and webs fully bedded in mortar. Align vertical cells to be grouted. Fully-grouted walls may be bedded with face shells only.

9. Grout for masonry shall conform to ASTM C476 with a minimum 2000 psi compressive strength at 28 days. Provide coarse grout unless dimensions of grout spaces and pour heights dictate fine grout according to TMS 602/ACI 530.1/ASCE 6.

10. See architectural drawings for other masonry requirements.

11. Lintels for non-bearing walls are shown in loose lintel schedule on sheet S001.

12. Install ladder-type joint reinforcement at 8" o.c.. Discontinue joint reinforcing at control joints.

13. Provide adjustable wall ties to tie face wythe to masonry backup.

14. Rebuild masonry jambs when saw cutting new openings into existing masonry walls. Provide an allowance in bid/pricing for this work.

15. Coordinate control and expansion joints with architectural drawings and recommendations of the Brick Industry Association and the National Concrete Masonry Association.

16. Provide shop drawings showing full information for reinforcing steel placement.

A. Reinforcing steel detailer shall adequately cross reference the structural drawings to the…