Attachment 2 - DRAWINGS - Combined.pdf

Architects/Engineers/Planners

KMG

1201 Main Street, Suite 2100

Columbia, South Carolina 29201 tel. 803-256-0000 fax 803-255-7243

A S S O C I A T E S, I N C.

Prepared by:

02/20/2024

W.J.B. DORN VA MEDICAL CENTER BLDG 10

REPAIR PORCH SYSTEM AND CHARGING

STATIONS

Project No.: 544-21-119

COLUMBIA, SOUTH CAROLINA

DEPARTMENT OF VETERAN'S AFFAIRS

100% CONSTRUCTION DOCUMENTS FINAL

DRAWING INDEX

CIVIL (NOT USED)

ARCHITECTURAL

FIRE PROTECTION (NOT USED)

MECHANICAL

ELECTRICAL

STRUCTURAL

PLUMBING (NOT USED)

VICINITY MAP

A000 SYMBOLS AND LEGENDS

AS-000 BASEMENT LIFE SAFETY PLAN

AS-011 FIRST FLOOR LIFE SAFETY PLAN

AS-012 SECOND FLOOR LIFE SAFETY PLAN

AS-013 THIRD FLOOR LIFE SAFETY PLAN

AS-201 FIRST FLOOR RENOVATION PLAN

AS-201A ARCHITECTURAL SITE PLAN

AS-202 SECOND FLOOR RENOVATION PLAN

AS-203 THIRD FLOOR RENOVATION PLAN

AS-301 EXTERIOR BUILDING ELEVATIONS

AS-302 EXTERIOR BUILDING ELEVATIONS

AS-303 ENLARGED CANOPY PLAN, ELEVATIONS & SECTIONS

AS-304 ENLARGED CANOPY PLAN, ELEVATIONS & SECTIONS

AS-701 FIRST FLOOR REFLECTED CEILING PLAN & DETAILS

AS-702 SECOND FLOOR REFLECTED CEILING PLANS & DETAILS

M001 MECHANICAL - LEGENDS, NOTES AND DRAWINGS INDEX

M002 MECHANICAL - DETAILS

M003A MECHANICAL - SCHEDULES AND SCHEMATICS

MD100A BASEMENT DEMOLITION PLAN - MECHANICAL

MP100A BASEMENT RENOVATION PLAN - MECHANICAL

E001 ELECTRICAL - SYMBOLS, LEGEND, NOTES AND DRAWING INDEX

E002 ELECTRICAL - DETAILS

E003 ELECTRICAL - RISER DIAGRAM AND PANEL SCHEDULE

EP100 ELECTRICAL - BASEMENT - NEW WORK

EP110 ELECTRICAL - FIRST FLOOR - NEW WORK

S001 GENERAL NOTES & DESIGN CRITERIA

S101 FIRST FLOOR FOUNDATION/ SLAB/ FRAMING PLAN

S103 THIRD FLOOR PLAN

S300 SECTIONS

WJB DORN VERTERANS AFFAIRS MEDICAL CENTER:

6439 GARNERS FERRY RD. COLUMBIA, SC 29209

JSimons Stamp

JSimons Stamp

JSimons Text Box 2/19/24

06100 ROUGH CARPENTRY:

1. See Project Manual

01000 GENERAL

1. The structure reflected on the drawings is structurally sound in its completed condition only. The design of any and all temporary shoring and bracing prior to the completed condition shall be the contractor's responsibility. The Structural Engineer of Record (EOR) shall not be responsible for the means, methods, techniques, sequences, procedures nor safety programs which are empolyed by the contractor to build the completed structure. Any deviations from the completed structure represented in the drawings must be submitted to the EOR for approval in writing.

2. The Contractor shall verify all conditions including exsisting structures (above and below grade) and shall notify of the EOR of any discrepancies. The Contractor shall perform all required field measurements.

3. The Sections and Details shown shall be considered to be typical for all similar conditions. The Contractor shall submit written Requests for Information for areas in question.

Building Code 2021 International Building Code

Building Use Business

Risk Category II

Vertical Loads

Roof Dead Loads (On New Roof) Single-ply membrane/insulation 3 psf Steel Framing 4 psf Suspended Items 5 psf

Live Loads at Roof Occupancy 20 psf Live Load may not be reduced.

Live Loads at Floors Partitions 20 psf Occupancy 100 psf

Snow Loads Ground Snow Load 10 psf Importance Factor 1.0

LATERAL LOADS

Wind Loads Velocity (Ultimate Strength Design) 115 MPH Exposure B Enclosed Building Internal Pressure Coefficient +/-0.18

Components and Cladding (Strength Level Pressures) Wall Components Loads

Zone 4 (Interior Zone) 10 sf -26 psf 50 sf -24 psf 200 sf -22 psf

Zone 5 (Corner Zone) 10 sf -32psf 50 sf -27 psf 200 sf -23 psf

Roof Components Loads (8'-0" band) Zone 1 (Field)

10 sf -26 psf 100sf -24 psf

Zone 2 (Perimeter) 10 sf -43 psf 100sf -33 psf

Zone 3 (Corners) 10 sf -66 psf 100sf -40 psf

Seismic Loads Importance Factor 1.0 Risk Factor Ss, Short Term Spectral Response 0.430 g S1, 1 second Spectral Response 0.146 g Response Modification Coefficient 3 Site Class (Assumed) D Design Category D Sds 0.416 g Sd1 0.215 g

This notes sheet serves to supplement the Project Manual. Any discrepancy between the general notes here and the specifications in the Project Manual should be brought to the attention of the Architect/Engineer in writing.

a r r o w o o d a r r o w o o d

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

Arrowood & Arrowood, PC 412-B Pettigru Street Greenville, SC 29601 864.233.9383 John Arrowood, PE

N A

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A

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S001

GENERAL NOTES & DESIGN

CRITERIA

W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

100% CONSTRUCTION

DOCUMENTS FINAL

02/20/2024 AJA SBRevisions: Date:

(L

EXISTING REPAIRED COLUMNS TO

BE REINSTALLED

EXISTING REPAIRED COLUMNS TO

BE REINSTALLED

EXISTING REPAIRED COLUMNS TO

BE REINSTALLED

(MATCH ORIGINAL PLACEMENT)

FIELD DETERMINE

S300 a r r o w o o d a r r o w o o d

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

Arrowood & Arrowood, PC 412-B Pettigru Street Greenville, SC 29601 864.233.9383 John Arrowood, PE

N A

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\G M

K A rc h it e c ts

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A B

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/2

:4

:4

A

M

S101

FIRST FLOOR FOUNDATION/

SLAB/FRAMING PLAN

W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

100% CONSTRUCTION

DOCUMENTS FINAL

1/8" = 1'-0"S101

A FIRST FLOOR FOUNDATION/SLAB/FRAMING PLAN

x

R O

O F

C

E

IL

IN

G

J O

IS

T

S

(4)2x10 x

R O

O F

C

E

IL

IN

G

J O

IS

T

S

(4)2x10

2x8 ROOF & CEILING JOISTS

(4)2x10

S300

S300

S300

(4)2x10 BEAM AT SIDES OF PORCHES TO

POCKET INTO WALL. PROVIDE 4" DEEP POCKET.

(TYPICAL)

S300

SIMILAR

S300

SIM.

S300

SIM

2x8 @ 16" O.C.

DOUBLE JOISTS

2x8 @ 16" O.C.

DOUBLE JOISTS

2x8 @ 16" O.C.

DOUBLE JOISTS

2x8 @ 16" O.C.

DOUBLE JOISTS

2x8 @ 16" O.C.

DOUBLE JOISTS

2x8 @ 16" O.C.

DOUBLE JOISTS

PLAN NOTES

1. TOP OF FLOOR SLAB REFERENCE ELEVATION = 23' - 0"

a r r o w o o d a r r o w o o d

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

Arrowood & Arrowood, PC 412-B Pettigru Street Greenville, SC 29601 864.233.9383 John Arrowood, PE

N A

A \P ro je c ts

\G M

K A rc h it e c ts

\1

-G M

K -5

V

A B u ild in g \0

P O

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O V

A T

IO

N

\S T

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C T

P

O R

C H

D

O R

N V

A B

L D

G

B

N

E W

R

.r v t

/1

/2

:4

:4

A

M

S103

THIRD FLOOR PLAN W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

100% CONSTRUCTION

DOCUMENTS FINAL

1/8" = 1'-0"S103

1 THIRD FLOOR FRAMING PLAN (PORCH ROOF FRAMING PLAN)

(6)16d NAILS (TYPICAL)

2x8 @ 16" O.C.

SIMPSON L70 CLIP ON SIDE OF

EACH JOIST. USE (2) 3/16" TAPCON

SCREWS INTO BRICK @ EACH CLIP.

EXISTING BRICK & CLAY WALL

FRAMING TO ALIGN WITH

AND BEAR IN EXISTING

POCKETS. WRAP ENDS

OF JOISTS WITH 15# FELT.

END PROFILES TO MATCH

EXISTING CONSTRUCTION

AND CATALOGUED TRIM

(4)2x10 SCREWED TO CAP OF COLUMN

W/ 6" TIMBERLOCK SCREW ON EACH

SIDE OF 2x10 CAP.

5/8" WOOD SHEATHING w/ 10d

NAILS @ 6" O.C.

2x6 WALL FROM T/2x10 BEAM TO BASE OF BALLISTRADE. (2x6 @ 16"). ALSO PROVIDE 2x6 BLOCKING UNDER JOISTS

NAILED TO CRIPPLE STUDS

"PAD-OUT" FRAMING SO THAT

FINISHED TRUM WIDTH MATCHES

ORIGINAL WIDTH. SCREW TO 2x6

STUDS W/ (2)#12 SCREWS @ EACH

STUD.

NOTE:

CONTRACTOR, PLEASE REFER TO DRAWING

10-4 FROM ORIGINAL ARCHITECTURAL

SET DATED OCTOBER 1931 FOR REFERENCE

ON MATCHING EXISTING. SEE 2/S300.

BASE TRIM TO BE REPLACED AS REQUIRED

PER PROJECT SPECIFICATIONS.

EXISTING PLINTH

BLOCK

TREATED FOR IN GROUND CONTACT SYP SOLE

PLATE 3" THICKNESS BOLTED TO PLINTH W/ (8)1/2"x6"

LDT ANCHORS (4" EMBEDMENT INTO BLOCK). SCREW

COLUMN TO SOLE PLATE WITH 6" LONG TIMBER

LOK SCREWS (10 SCREWS MINIMUM). SOME SEQUENCING

DISCUSSIONS WITH THE CONTRACTOR WILL BE REQUIRED.

30# FELT ON PLINTH UNDER SOLE PL

6" LONG TIMBERLOCK SCREW

R E

P A

IR

E

D C

O L U

M N

T

O B

E R

E

IN

S T

A L L E

D

REPAIRED COLUMN

2x6 at 16" o.c.

REQUIREMENTS

WIDTH TO MATCH CATALOGUED TRIM

(2) 16D NAILS 2x8 BLOCKING a r r o w o o d a r r o w o o d

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

Arrowood & Arrowood, PC 412-B Pettigru Street Greenville, SC 29601 864.233.9383 John Arrowood, PE

N A

A \P ro je c ts

\G M

K A rc h it e c ts

\1

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K -5

V

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A B

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B

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/1

/2

:4

:4

A

M

S300

SECTIONS W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

100% CONSTRUCTION

DOCUMENTS FINAL

1" = 1'-0"S300

1 SECTION AT PORCH

02/20/2024 AJA SB

1 1/2" = 1'-0"S300

2 SECTION AT PORCH - ORIGINAL DRAWING FOR REFERENCE

Revisions: Date:

C EQ

B A

A2.1

7' -2

6" 4"

CABINET WIDTH (INCHES)

CABINET WIDTH (INCHES)

LENGTH OF MILLWORK

S T

A N

D A

R D

H E

IG

H

T U

N

LE

S S

O T

H E

R W

IS

E

N O

T E

D

8'-1" MWU

T.O. SEAT

3"=1'-0"3"=1'-0"

A6.025

N.T.S. N.T.S.

N.T.S. 3/8" = 1'-0"

N.T.S.

3/8" = 1'-0"

N.T.S.

1 1/2" = 1'-0"

N.T.S.

REFERENCE SYSTEM

PARTITION SYMBOLS

REFLECTED CEILING PLAN SYMBOLSAND A 1HOUR/NON-RATED WALL

DETAIL AT INTERSECTION OF A 2 HOUR

1 HOUR AND A NON-RATED WALL

DETAIL AT INTERSECTION OF A

FLOOR DIVISION DETAILS TYPICAL BASE DETAILS

ELEVATION CONVENTIONS

INTERIOR

BARRIER-FREE FIXTURE MOUNTING HEIGHTS

DOORS & VIEW WINDOWS

INTERIOR OPENING SYMBOLS

CLOSET MOUNTING HEIGHTS

BARRIER-FREE WATER

GRID CONVENTIONS

STRUCTURAL

PLAN DETAIL

DIMENSION CONVENTIONS

ROOM IDENTIFICATION

WINDOW

SYMBOLS

LOUVER

SYMBOLS

ELEVATION SYMBOL

(LOOKING IN DIRECTION OF ARROW)

OR SLIDING DOOR SYMBOL

ALUMINUM ENTRANCE

THE REFERENCE SYSTEM USES

A NUMBER FOR EACH DETAIL OR

ITEM ON A SHEET COMBINED WITH

THE SHEET NUMBER ON WHICH

IT IS LOCATED. EACH DETAIL OR

ITEM ON A SHEET WILL BE NUMBERED.

E

VIEW WINDOW SYMBOLS (ON PLANS)

COL

COL

COL

TOILET

ROOM NUMBER

CEILING HEIGHT

SURFACE MTD.

LIGHT FIXTURE

8'-0"

1 HOUR FIRE

METAL STUDS

AND/OR SMOKE

WALL CONSTRUCTION

MAINTAIN 1 HOUR

CONSTRUCTION AT

INTERSECTIONS

NON-RATED WALL

CONSTRUCTION

METAL STUDS

AND/OR SMOKE

1 HOUR FIRE

INTERSECTIONS

CONSTRUCTION AT

MAINTAIN 2 HOUR

WALL CONSTRUCTION

AND/OR SMOKE

2 HOUR FIRE

WALL CONSTRUCTION

SECTION

NO.4 ON

SHEET A9.0

A4.0

SECTION

ON SHEET

NO.8

A4.0

A3.0

NO.2

SECTION

A3.0

ON SHEET

A8.0

LARGE SCALE BLOW

UP OF PLAN AREA

LOCATION OF

LARGE SCALE PLAN

INTERIOR

ELEVATION

NO.25

ON SHEET

A6.0

A

ROOM

NAME

ACCESSORY

GROUP

ROOM

NUMBER

WINDOW LOUVERALUMINUM

DOOR NUMBER

A-01

CAP COVE

S.V.

S.V.

SEE SCHEDULE

WALL:

FLOOR:

BASE:

MASONRY

RES. (COVE)

RUBBER

BASE:

FLOOR:

WALL:

C.T.

C.T.

C.T.

BASE:

FLOOR:

WALL:

RES. (FLAT)

CARPET

GWB

LOCKERS

RES. (COVE)

VCT

MILLWORK

RES. (COVE)

VCT

COVE

SUPPORT

BINDING

EDGE

MATCHING

SUPPORT

COVE

CARPET

CARPET

SEE SCHEDULE

RES. (COVE)

GWB/M.B.

VCT

C.T.

GWB

C.T.

NUMBER NUMBER

DETAIL TITLE

FROM THIS SHEET

DETAIL NUMBER

GYP. BD. FASCIA

TYP.

U/C LIGHT

1" FILLER

1" FILLER

ADJUSTABLE SHELVES

COUNTER SINK

THRESHOLD

DOOR

DOOR

CARP.

MARBLE

TAPERED VINYL

EDGE STRIP

CONC. FL.

SEAM UNDER

DOOR

VINYL EDGE

STRIP

CARP. TYPE 2

VCT/SHT.V./

DOOR

RUBBER

VCT/SHT.V./

RUBBER

CARP. TYPE 1

NOTE:

DOOR

UNDER DOOR UNLESS OTHERWISE NOTED.

CENTER SEAMS AND/OR VINYL EDGE STRIPS

L - LEADED

C - CLEAR

VIEW WINDOW FRAME TYPE

GLASS TYPE

M - MIRROR

N - NONE

T - TEMPERED

W - WIRE

SLIDING

WINDOW

Divisions (width of glass)

EQ - ENTIRE WINDOW DIVIDED INTO

Finished Frame Dimensions

LIGHTS OF EQUAL WIDTH

FW - ONE LITE FULL WIDTH OF

AVAILABLE SPACE

ALL GLASS TO BE 1/4"

NOTED:

UNLESS OTHERWISE

(SP) SPECIAL-SEE INTERIOR ELEV.

F - FIRE LITE

ELEVATIONS

SP - SPECIAL - SEE INTERIOR

NUMBERING IS SHOWN ON PLAN.

DETAIL SCALEDETAIL TAKEN

RUBBER

DOOR

VCT/SHT.V./

VCT

UNDER DOOR

TRANSITION STRIP

EXIST. FL.

SHT.V./RUBBER

DOOR

TRANSITION STRIP

UNDER DOOR

FIRE EXTINGUISHER

DENOTES GENERAL PROJECT AREA. SOME WORK MAY OCCUR OUTSIDE

CG-2

2 HOUR FIRE RESISTIVE CONSTRUCTION & SMOKE BARRIER

2 HOUR FIRE RESISTIVE CONSTRUCTION

1 HOUR FIRE RESISTIVE CONSTRUCTION & SMOKE BARRIER

CG-1

PARTITION TYPE (SEE PARTITION SCHEDULE DWG. A8.1)

THICKNESS AND HEIGHT ON SCHEDULE.

LEAD LINED PARTITION. NOTE : NUMBER TO INDICATE

PARTITION:

INDICATED FOR INSTRUCTIONS (ON DEMOLITION PLAN).

EXISTING PARTITION TO BE REMOVED. REFER TO NOTE

1 HOUR FIRE RESISTIVE CONSTRUCTION

SMOKE TIGHT PARTITION (BUT NOT SMOKE RATED.)

MATCH LINE

CORNER GUARD

EXISTING PARTITION TO REMAIN

BG

Lead lined side

CT

BEVEL

RES.

EDGE

(Bumper guard)

PROJECT AREA AS IT IS INDICATED ON FLOOR PLAN.

4/ A

9.

4 HOUR FIRE RESISTIVE CONSTRUCTION

HOUR RATING

FIRE RATING

FIRE / SMOKE RATING

E S

DISPENSER

TOILET PAPER

COMBINATION

DISPENSER/WASTE

PAPER TOWEL

RECEPTACLE

FINISH CEILING

DISPENSER

SOAP

DISPENSER

PAPER TOWEL

REFLECTIVE

BOTTOM OF

SURFACE

MIRROR

DEEP TOE CLEARANCE

9" MIN. HIGH X 6" MIN.

54" MAX. SIDE REACH

HAND DRYER

DISPOSAL

SANITARY

NAPKIN FOUNTAIN

WATER

44" MAX. FORWARD REACH

URINAL

SINK

AS INDICATED.

36" MIN. WIDE AND SIDE

TO APPEAR ON BACK

THAN 36", GRAB BAR

TOILET PART. GREATER

TOILET PART. OF 36" WIDE.,

BOTH SIDE WALLS OF

GRAB BARS TO BE ONNOTE:

DISPENSER

NAPKIN/TAMPON

EXISTING STRUCTURAL

GRID LINE

GRID LINE

NEW STRUCTURAL

NEW STRUCTURE ON

EXISTING STRUCTURAL GRID LINE

HOLD DIMENSION

CLEAR FINISH DIMENSION OR

DIMENSION TO CENTER LINE OF AN

OBJECT OR THE FACE OF A PARTITION

DIMENSION TO STRUCTURAL GRID

CALL

NURSE

GRAB BAR

DISPENSER

TOILET PAPER

FINISH CEILING

4"

4" o r 6"

4" o r 6"

4" o r 6"

4" o r 6"

4" o r 6"

4"

4" o r 6"

4"

1" 3" m ax to

8"59

/2

" 38 to

8"

" 38 m ax

K N

E E

C

LE

A R m in

"34 m ax

P.T.D.

S.D.

6'-4"

6'-4"

6'-4"

12'-0"

12" 42" min.

to

7" min.to 9" max. to p of b ar

3" t o

39" to 41" to

1" m in m in

. t o m ax m in

K N

E E

C

LE

A R

W-1 L-1

3 4 5

6 7 8 9

11 12 13 14

DOOR & FRAME PLAN SYMBOLS

DOOR NUMBERING LEGEND

TOILET

JANITOR

FRAME TO

REMAIN

REPLACE EXIST.

DOOR & FRAME

WITH NEW DOOR

& FRAME.

NEW DOOR

& FRAME IN

NEW OPENING

EXIST DOOR &

ROOMS WITH MULTIPLE DOORS

HAVE "A", "B", ETC. DESIGNATIONS

DOORS SHOWN AT THE RIGHT WOULD

BE SCHEDULED AS "102A" AND

"102B", RELATED TO THE ROOM

WHERE 102A AND 102B

ARE SHOWN.

102A 102B 103

2'-0" x 2'-0" ACOUSTICAL CEILING

24" X 24" MECH. DIFFUSERS AND RETURNS,

SEE MECHANICAL

EXPOSED CONCRETE FLOOR

OR DECK ABOVE, PAINTED

GYPSUM BOARD CEILING

FAUX WOOD ACOUSTIC CEILING

RECESSED LIGHT FIXTURE,

SEE ELECTRICAL

PENDANT LIGHT,

SEE ELECTRICAL

EXIT LIGHT

PROJECT AREA

EXISTING ELEMENT TO BE REMOVED. REFER TO NOTE

INDICATED FOR INSTRUCTIONS (ON DEMOLITION PLAN).

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

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W

J B

D o rn B

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C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:3

P

M

A000

SYMBOLS AND LEGENDS W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

FD

FD

FD

FD

UP

ELECTRICAL

ELEV #2

MECHANICAL

ROOM

CRAWL SPACE

CRAWL SPACE

CRAWL SPACE

AREAWAY

ELEVATOR PIT

AREAWAY

INACCESSIBLE

CRAWL SPACE

INACCESSIBLE

CRAWL SPACE

INACCESSIBLE

CRAWL SPACE

SLAB ON GRADE

CODE DATA :

· VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.va.gov/til/).

· International Building Code (IBC 2021) (Only when specifically referenced in VA Design Documents. IBC 2021 requirements met when most stringent.)

· NFPA 101 Life Safety Code (see notes below)

· NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

· VA Seismic Design Requirements, H-18-8

· National Electrical Code (NEC)

· International Plumbing Code (IPC)

· Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

· ASME Boiler and Pressure Vessel Code

· ASME Code for Pressure Piping

· Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13)

· 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 Construction (AISC)

· Energy policy Act of 2005 (EPAct)

· DOE Interim Final Rule: Energy Conservation Standards for New Federal, Commercial and Multi-Family High-Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CFR Parts 433, 434 and 435.

· Ventilation for Acceptable Indoor Air Quality - ASHRAE Standard 62.1- 2004.

· Safety Standard for Refrigeration Systems - ASHRAE Standard 15 - 2007.

Local Codes: As an agency of the federal government, VA is not subject to local imposition of code enforcement procedures (drawing reviews, building permits, inspections, fees, etc.). VA must function as the Authority Having Jurisdiction (AHJ) and thus has the responsibility to guard public health and safety through enforcing its adopted codes. However, local authorities should be notified about planned projects and given opportunity to review drawings provided that VA does not pay for review or inspection fees.

100 GROSS 59.0 (59 PEOPLE)

MEANS OF EGRESS

CORRIDOR WIDTH

(PER IBC SECTION 1005.3.2)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH

(PER IBC SECTION 1005.3.1)

MAXIMUM EXIT TRAVEL DISTANCE

(PER IBC TABLE 1017.2)

18" 68" 90 (PEOPLE) X 0.2 = 18"

90 (PEOPLE) X 0.3 = 27"27" 80"

300'

FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS DESIGNED

(IN HOURS)

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS & PARTITIONS

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

SHAFT ENCLOSURES

(PER IBC TABLE 713)

NA HR NA HR

0 HR 0 HR

NA HR NA HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

1 HR 1 HR

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION TYPE:

OCCUPANCY GROUP:

VB (SPRINKLED)

B - BUSINESS

BUILDING CODE ANALYSIS

2021 INTERNATIONAL BUILDING CODE

BUILDING GROSS AREA CALCULATION

SUMMARY OF ALL STORIES

1 ST FLOOR (BUSINESS)

2 ND FLOOR (BUSINESS)

3 RD FLOOR (BUSINESS)

TOTAL AREA : (SUMMARY OF ALL STORIES)

8,984 SF

5,902 SF

5,902 SF

BUILDING HEIGHT AND BUILDING AREA

AS DESIGNED

MAX. NO. OF STORIES

IN FEET IN STORIES

AS ALLOWED BY IBC

IN FEET IN STORIES

BLDG. AREA

(PER IBC 504.3 & 506.2)

50' 360' 3

27,000 SF PER STORY 8,984 SF (1ST FLOOR)

20,788 SF

BUILDING DESIGN OCCUPANT LOAD (PER IBC TABLE 1004.5)

1 ST FLOOR (BUSINESS OCCUPANCY) 8,984 SF 100 GROSS

TOTAL

89.8 - (90 PEOPLE)

2 ND FLOOR (BUSINESS OCCUPANCY) 5,902 SF 100 GROSS 59.0 (59 PEOPLE)

208 PEOPLE76, 475 SF

3 RD FLOOR (BUSINESS OCCUPANCY) 5,902 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:3

P

M

AS-000

BASEMENT LIFE SAFETY PLAN W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

3/16" = 1'-0"

BASEMENT LIFE SAFETY PLAN

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

UP

VESTIBULE

WC ALCOVE

WAITING

STAIR #1

STAIR #2

TOILET

TOILET

GROUP CARE

NURSE MGR OFFICE

EXT TEAM

CORRIDOR

PHARM D

EXAM EXAM

COMMEXAM

EXAM

TRIAGETRIAGE

PATIENT TLT

BEHAVIORALIST

WORKROOM

CLEAN UTILITY

SOILED UTILITY

EXAMEXAM

STAFF BREAK

STAFF TLT

EXAM EXAM EXAM EXAM SOCIAL WORK

PATIENT TLT

HAC

ELEC

VENDING

LINEN

STORAGE

ELEV #1

REC

PIPE CHASE

BARI SCALE

WORK STATION

AND KIOSK

RECEPTION

KIOSK KIOSK

LOGISTICS

WKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

MEDS

WKSTN

ELEV LOBBY

WC ALCOVE

VESTIBULE

VESTIBULE

HALL

VESTIBULE

ELEV HALL

HALL

RISER

STORAGE

STORAGE

WKSTN

FIRE PUMP

HOUSECHILLER

GENERATOR

EGRESS TUNNELEGRESS TUNNEL

(TRAVEL DISTANCE: (102'-0")

CODE DATA :

· VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.va.gov/til/).

· International Building Code (IBC 2021) (Only when specifically referenced in VA Design Documents. IBC 2021 requirements met when most stringent.)

· NFPA 101 Life Safety Code (see notes below)

· NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

· VA Seismic Design Requirements, H-18-8

· National Electrical Code (NEC)

· International Plumbing Code (IPC)

· Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

· ASME Boiler and Pressure Vessel Code

· ASME Code for Pressure Piping

· Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13)

· 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 Construction (AISC)

· Energy policy Act of 2005 (EPAct)

· DOE Interim Final Rule: Energy Conservation Standards for New Federal, Commercial and Multi-Family High-Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CFR Parts 433, 434 and 435.

· Ventilation for Acceptable Indoor Air Quality - ASHRAE Standard 62.1- 2004.

· Safety Standard for Refrigeration Systems - ASHRAE Standard 15 - 2007.

Local Codes: As an agency of the federal government, VA is not subject to local imposition of code enforcement procedures (drawing reviews, building permits, inspections, fees, etc.). VA must function as the Authority Having Jurisdiction (AHJ) and thus has the responsibility to guard public health and safety through enforcing its adopted codes. However, local authorities should be notified about planned projects and given opportunity to review drawings provided that VA does not pay for review or inspection fees.

100 GROSS 59.0 (59 PEOPLE)

MEANS OF EGRESS

CORRIDOR WIDTH

(PER IBC SECTION 1005.3.2)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH

(PER IBC SECTION 1005.3.1)

MAXIMUM EXIT TRAVEL DISTANCE

(PER IBC TABLE 1017.2)

18" 68" 90 (PEOPLE) X 0.2 = 18"

90 (PEOPLE) X 0.3 = 27"27" 80"

300'

FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS DESIGNED

(IN HOURS)

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS & PARTITIONS

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

SHAFT ENCLOSURES

(PER IBC TABLE 713)

NA HR NA HR

0 HR 0 HR

NA HR NA HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

1 HR 1 HR

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION TYPE:

OCCUPANCY GROUP:

VB (SPRINKLED)

B - BUSINESS

BUILDING CODE ANALYSIS

2021 INTERNATIONAL BUILDING CODE

BUILDING GROSS AREA CALCULATION

SUMMARY OF ALL STORIES

1 ST FLOOR (BUSINESS)

2 ND FLOOR (BUSINESS)

3 RD FLOOR (BUSINESS)

TOTAL AREA : (SUMMARY OF ALL STORIES)

8,984 SF

5,902 SF

5,902 SF

BUILDING HEIGHT AND BUILDING AREA

AS DESIGNED

MAX. NO. OF STORIES

IN FEET IN STORIES

AS ALLOWED BY IBC

IN FEET IN STORIES

BLDG. AREA

(PER IBC 504.3 & 506.2)

50' 360' 3

27,000 SF PER STORY 8,984 SF (1ST FLOOR)

20,788 SF

BUILDING DESIGN OCCUPANT LOAD (PER IBC TABLE 1004.5)

1 ST FLOOR (BUSINESS OCCUPANCY) 8,984 SF 100 GROSS

TOTAL

89.8 - (90 PEOPLE)

2 ND FLOOR (BUSINESS OCCUPANCY) 5,902 SF 100 GROSS 59.0 (59 PEOPLE)

208 PEOPLE76, 475 SF

3 RD FLOOR (BUSINESS OCCUPANCY) 5,902 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:4

P

M

AS-011

FIRST FLOOR LIFE SAFETY PLAN W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

3/16" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

STAIR #1EXAM

STAIR #2

SUBWAIT

CORRIDOR

EXAM

ELEV #1

EXAM

PATIENT TLT

COMM

EXAMEXAMTRIAGE

LINEN

TRIAGE

BEHAVIORALIST

WORKROOM

STAFF TOILET

CLEAN UTILITY

PHARM D

EXAM

EXAM

EXAMEXAM

PATIENT TLT

HAC

EXAM

EXAM

EXAM

SOCIAL WORK

ELEC

SOILED UTILITY

CHUTE

MECH/PIPE

CHASE

REC SCALE

ELEV LOBBY

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

MEDS

ELEV HALL

RISER

(TRAVEL DISTANCE: (102'-0")

ROOF

ROOF

ROOF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:4

P

M

AS-012

SECOND FLOOR LIFE SAFETY

PLAN

W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

3/16" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

ROOF BELOW

STAIR #1

COMM

STAIR #2

CORRIDOR

SUBWAIT

EXAM

ELEV #1

EXAM

PATIENT TLT

EXAMEXAMTRIAGE

LINEN

TRIAGE

BEHAVIORALIST

WORKROOM

STAFF TOILET

CLEAN UTILITY

PHARM DEXAM

EXAM

EXAMEXAM

PATIENT TLT

HAC

EXAM

EXAM

EXAM EXAM SOCIAL WORK

ELEC

SOILED UTILITY

CHUTE

MECH/PIPE

CHASE

REC SCALE

WKSTN

WKSTN

MEDS

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

ELEV LOBBY

ELEV HALL

RISER

HALL

(TRAVEL DISTANCE: (102'-0")

ROOF BELOW

NEW ROOF BELOW

NEW ROOF BELOW

NEW ROOF BELOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:4

P

M

AS-013

THIRD FLOOR LIFE SAFETY PLAN W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

3/16" = 1'-0"

THIRD FLOOR LIFE SAFETY PLAN

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

UPUP

12368910

GG

FF

DD

HH

AA

B B

CC

1213141516

EE

PC3

PC2

PC1

PC4 PC5 PC6 PC7

B.4

B.1

C.4

C.9

12.8 12.5 12.4 12.2 12.1 11.1

PCB

PCA

PCA

AS-302 2

AS-301

AS-302

AS-301

VESTIBULE

WC ALCOVE

WAITING

STAIR #1

STAIR #2

TOILET

TOILET

GROUP CARE

NURSE MGR OFFICE

EXT TEAM

CORRIDOR

PHARM D

EXAM EXAM

COMMEXAM

EXAM

TRIAGETRIAGE

PATIENT TLT

BEHAVIORALIST

WORKROOM

CLEAN UTILITY

SOILED UTILITY

EXAMEXAM

STAFF BREAK

STAFF TLT

EXAM EXAM EXAM EXAM SOCIAL WORK

PATIENT TLT

HAC

ELEC

VENDING

LINEN

STORAGE

ELEV #1

ELEV #2

REC

BARI SCALE

WORK STATION

AND KIOSK

RECEPTION

KIOSK KIOSK

LOGISTICS

WKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

MEDS

WKSTN

ELEV LOBBY

WC ALCOVE

VESTIBULE

VESTIBULE

HALL

VESTIBULE

ELEV HALL

HALL

RISER

STORAGE

STORAGE

WKSTN

C

C

C

C

54444

5 4

FIRE PUMP

HOUSECHILLER

GENERATOR

AS-303

AS-303

AS-303

1. REFER TO SHEET A000 FOR GENERAL NOTES, SYMBOLS, LEGENDS AND

DETAILS.

2. PROVIDE PROTECTED EGRESS PATH FROM EAST AND WEST EXITS AS

INDICATED. CONTRACTOR IS TO INSURE COVERED PATH PROVIDES

ENOUGH PROTECTION THROUGH WORK AREA

3. SEE SHEET AS-304 FOR WALL TYPES.

GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:5

P

M

AS-201

FIRST FLOOR RENOVATION PLAN W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

3/16" = 1'-0"

FIRST FLOOR RENOVATION PLAN

RENOVATION KEYED NOTES

KEY NUMBER DESCRIPTION

1 NOT USED

2 NOT USED

3 REINSTALL FAUX WOOD PILASTER. PREPARE WOOD SUBSTRATE

AS NECESSARY FOR FINISH PAINTING. SEAL ALL JOINTS. FILL

ALL NAIL HOLES AND APPLY TWO COATS OF PAINT. INSTALL PER

OWNER PROVIDED INVENTORY. PROVIDE TREATED WOOD

NAILERS AS NECESSARY FOR INSTALLTION

4 REINSTALL HISTORIC STRUCTURAL WOOD COLUMNS. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

5 REINSTALL ORNAMENTAL RAIL. REMOVE PEELING/FLAKING

PAINT, PRIME AND PAINT COLOR AS SELECTED BY ARCHITECT

6 TEMPORARY WOOD FRAMED AND PLYWOOD COVERED

CONSTRUCTION ENTRANCE. APPLY PEEL AND STICK TO

PLYWOOD ROOF

7 CONTRACTOR LAYDOWN SPACE. PLACE PLYWOOD OVER ALL

PORTIONS OF NEW PARKING LOT BEING USED AS PART OF

LAYDOWN AREA

8 CONCRETE CURB, GUTTER AND SIDEWALK TO REMAIN. BORE

UNDER CURB TO ALLOW INSTALLATION OF ELECTRICAL

CONDUITS

9 CUT ASPHALT AS INDICATED TO ALLOW INSTALLATION OF NEW

ELECTRICAL. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

PATCH ASPHALT AS DETAILED. INSTALL ASPHALT SEALER OVER

ENTIRE AREA

10 STRIPE PARKING LOT AS INDICATED

AND TO MATCH EXISTING.

11 NOT USED

12 COPPER COPING CAP SLOPED TO OUTSIDE FACE OF ROOF AREA

13 REINSTALL HISTORIC WOOD BALLUSTRADE.PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

14 NEW SINGLE PLY TPO ROOF MEMBRANE. SLOPE TO SCUPPERS

AS INDICATED.

15 REINSTALL HISTORIC WOOD CORNICE TRIM AND MOLDING.

PREPARE WOOD SUBSTRATE AS NECESSARY FOR FINISH

PAINTING. SEAL ALL JOINTS. FILL ALL NAIL HOLES AND APPLY

TWO COATS OF PAINT. INSTALL TRIM AS DIRECTED BY OWNER

PROVIDED INVENTORY OF HISTORIC WOOD TRIM

16 PAINTED SMOOTH FINISHED PORTLAND CEMENT PLASTER

CEILING ON METAL LATH

17 NEW COPPER SCUPPER. OUTFALL TO DOWNSPOUT COLLECTOR,

SEE 3/AS-304.

18 PENDANT LIGHT, CONTRACTOR TO PROVIDE TEMPORARY

POWER AS NECESSARY

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

VESTIBULE

WC ALCOVE

WAITING

STAIR #1STAIR #2

TOILET

TOILET

GROUP CARE

NURSE MGR OFFICE

EXT TEAM

CORRIDOR

PHARM D

EXAM EXAM

COMMEXAM

EXAMTRIAGETRIAGE

PATIENT TLT

BEHAVIORALIST

WORKROOM

CLEAN UTILITY

SOILED UTILITY

EXAMEXAMSTAFF BREAK

STAFF TLT

EXAM EXAM EXAM EXAM SOCIAL WORK

PATIENT TLT

HAC

ELEC

VENDING

LINEN

STORAGE

ELEV #1

ELEV #2

REC

BARI SCALE

RECEPTION

LOGISTICS

WKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

MEDS

WKSTN

ELEV LOBBY

WC ALCOVE

VESTIBULE

VESTIBULE

HALL

VESTIBULE

ELEV HALL

HALL

RISER

STORAGE

STORAGE

'-6

/4

AS-201A

FIRE PUMP

HOUSECHILLER

GENERATOR23'-7 3/4" 5'-11"

1. REFER TO SHEET A000 FOR GENERAL NOTES, SYMBOLS, LEGENDS AND

DETAILS.

2. PROVIDE PROTECTED EGRESS PATH FROM EAST AND WEST EXITS AS

INDICATED. CONTRACTOR IS TO INSURE COVERED PATH PROVIDES

ENOUGH PROTECTION THROUGH WORK AREA

3. SEE SHEET AS-304 FOR WALL TYPES.

GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:2

P

M

AS-201A

ARCHITECTURAL SITE PLAN W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

3/32" = 1'-0"

ARCHITECTURAL SITE PLAN

1/8" = 1'-0"

ASPHALT PATCH DETAIL AND NOTES

RENOVATION KEYED NOTES

KEY NUMBER DESCRIPTION

1 NOT USED

2 NOT USED

3 REINSTALL FAUX WOOD PILASTER. PREPARE WOOD SUBSTRATE

AS NECESSARY FOR FINISH PAINTING. SEAL ALL JOINTS. FILL

ALL NAIL HOLES AND APPLY TWO COATS OF PAINT. INSTALL PER

OWNER PROVIDED INVENTORY. PROVIDE TREATED WOOD

NAILERS AS NECESSARY FOR INSTALLTION

4 REINSTALL HISTORIC STRUCTURAL WOOD COLUMNS. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

5 REINSTALL ORNAMENTAL RAIL. REMOVE PEELING/FLAKING

PAINT, PRIME AND PAINT COLOR AS SELECTED BY ARCHITECT

6 TEMPORARY WOOD FRAMED AND PLYWOOD COVERED

CONSTRUCTION ENTRANCE. APPLY PEEL AND STICK TO

PLYWOOD ROOF

7 CONTRACTOR LAYDOWN SPACE. PLACE PLYWOOD OVER ALL

PORTIONS OF NEW PARKING LOT BEING USED AS PART OF

LAYDOWN AREA

8 CONCRETE CURB, GUTTER AND SIDEWALK TO REMAIN. BORE

UNDER CURB TO ALLOW INSTALLATION OF ELECTRICAL

CONDUITS

9 CUT ASPHALT AS INDICATED TO ALLOW INSTALLATION OF NEW

ELECTRICAL. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

PATCH ASPHALT AS DETAILED. INSTALL ASPHALT SEALER OVER

ENTIRE AREA

10 STRIPE PARKING LOT AS INDICATED

AND TO MATCH EXISTING.

11 NOT USED

12 COPPER COPING CAP SLOPED TO OUTSIDE FACE OF ROOF AREA

13 REINSTALL HISTORIC WOOD BALLUSTRADE.PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

14 NEW SINGLE PLY TPO ROOF MEMBRANE. SLOPE TO SCUPPERS

AS INDICATED.

15 REINSTALL HISTORIC WOOD CORNICE TRIM AND MOLDING.

PREPARE WOOD SUBSTRATE AS NECESSARY FOR FINISH

PAINTING. SEAL ALL JOINTS. FILL ALL NAIL HOLES AND APPLY

TWO COATS OF PAINT. INSTALL TRIM AS DIRECTED BY OWNER

PROVIDED INVENTORY OF HISTORIC WOOD TRIM

16 PAINTED SMOOTH FINISHED PORTLAND CEMENT PLASTER

CEILING ON METAL LATH

17 NEW COPPER SCUPPER. OUTFALL TO DOWNSPOUT COLLECTOR,

SEE 3/AS-304.

18 PENDANT LIGHT, CONTRACTOR TO PROVIDE TEMPORARY

POWER AS NECESSARY

Rev. No. Revisions: Date:

EXISTING LIGHT POLE

EXISTING LIGHT POLE

JSimons Stamp

JSimons Stamp

JSimons

12368910

GG

FF

DD

HH

AA

B B

CC

1213141516

EE

PC3

PC2

PC1

PC4 PC5 PC6 PC7

B.4 B.4

B.1 B.1

C.4 C.4

C.9 C.9

12.8 12.5 12.4 12.2 12.1 11.1

PCB

PCA

AS-302 2

AS-301

AS-302

AS-301

STAIR #1EXAM

STAIR #2

SUBWAIT

CORRIDOR

EXAM

ELEV #1

EXAM

PATIENT TLT

COMM

EXAMEXAMTRIAGE

LINEN

TRIAGE

BEHAVIORALIST

WORKROOM

STAFF TOILET

CLEAN UTILITY

PHARM D

EXAM

EXAM

EXAMEXAM

PATIENT TLT

HAC

EXAM

EXAM

EXAM

SOCIAL WORK

ELEC

SOILED UTILITY

CHUTE

MECH/PIPE

CHASE

REC SCALE

ELEV LOBBY

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

MEDS

ELEV HALL

RISER

AS-303

AS-303

AS-303

1. REFER TO SHEET A000 FOR GENERAL NOTES, SYMBOLS, LEGENDS AND

DETAILS.

2. PROVIDE PROTECTED EGRESS PATH FROM EAST AND WEST EXITS AS

INDICATED. CONTRACTOR IS TO INSURE COVERED PATH PROVIDES

ENOUGH PROTECTION THROUGH WORK AREA

3. SEE SHEET AS-304 FOR WALL TYPES.

GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:3

P

M

AS-202

SECOND FLOOR RENOVATION

PLAN

W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

1/11/2019

3/16" = 1'-0"

SECOND FLOOR RENOVATION PLAN

RENOVATION KEYED NOTES

KEY NUMBER DESCRIPTION

1 NOT USED

2 NOT USED

3 REINSTALL FAUX WOOD PILASTER. PREPARE WOOD SUBSTRATE

AS NECESSARY FOR FINISH PAINTING. SEAL ALL JOINTS. FILL

ALL NAIL HOLES AND APPLY TWO COATS OF PAINT. INSTALL PER

OWNER PROVIDED INVENTORY. PROVIDE TREATED WOOD

NAILERS AS NECESSARY FOR INSTALLTION

4 REINSTALL HISTORIC STRUCTURAL WOOD COLUMNS. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

5 REINSTALL ORNAMENTAL RAIL. REMOVE PEELING/FLAKING

PAINT, PRIME AND PAINT COLOR AS SELECTED BY ARCHITECT

6 TEMPORARY WOOD FRAMED AND PLYWOOD COVERED

CONSTRUCTION ENTRANCE. APPLY PEEL AND STICK TO

PLYWOOD ROOF

7 CONTRACTOR LAYDOWN SPACE. PLACE PLYWOOD OVER ALL

PORTIONS OF NEW PARKING LOT BEING USED AS PART OF

LAYDOWN AREA

8 CONCRETE CURB, GUTTER AND SIDEWALK TO REMAIN. BORE

UNDER CURB TO ALLOW INSTALLATION OF ELECTRICAL

CONDUITS

9 CUT ASPHALT AS INDICATED TO ALLOW INSTALLATION OF NEW

ELECTRICAL. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

PATCH ASPHALT AS DETAILED. INSTALL ASPHALT SEALER OVER

ENTIRE AREA

10 STRIPE PARKING LOT AS INDICATED

AND TO MATCH EXISTING.

11 NOT USED

12 COPPER COPING CAP SLOPED TO OUTSIDE FACE OF ROOF AREA

13 REINSTALL HISTORIC WOOD BALLUSTRADE.PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

14 NEW SINGLE PLY TPO ROOF MEMBRANE. SLOPE TO SCUPPERS

AS INDICATED.

15 REINSTALL HISTORIC WOOD CORNICE TRIM AND MOLDING.

PREPARE WOOD SUBSTRATE AS NECESSARY FOR FINISH

PAINTING. SEAL ALL JOINTS. FILL ALL NAIL HOLES AND APPLY

TWO COATS OF PAINT. INSTALL TRIM AS DIRECTED BY OWNER

PROVIDED INVENTORY OF HISTORIC WOOD TRIM

16 PAINTED SMOOTH FINISHED PORTLAND CEMENT PLASTER

CEILING ON METAL LATH

17 NEW COPPER SCUPPER. OUTFALL TO DOWNSPOUT COLLECTOR,

SEE 3/AS-304.

18 PENDANT LIGHT, CONTRACTOR TO PROVIDE TEMPORARY

POWER AS NECESSARY

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

12368910

GG

FF

DD

HH

EE

B.4

B.1

C.4

C.9 C.9

12.8 12.5 12.4 12.2 12.1 11.1

AS-302 2

AS-301

AS-302

AS-301

TRIAGE

STAIR #1

COMM

STAIR #2

CORRIDOR

SUBWAIT

EXAM

ELEV #1

EXAM

PATIENT TLT

EXAMEXAMTRIAGE

LINEN

TRIAGE

BEHAVIORALIST

WORKROOM

STAFF TOILET

CLEAN UTILITY

PHARM DEXAM

EXAM

EXAMEXAM

PATIENT TLT

HAC

EXAM

EXAM

EXAM EXAM SOCIAL WORK

ELEC

SOILED UTILITY

CHUTE

MECH/PIPE

CHASE

REC SCALE

WKSTN

WKSTN

MEDS

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTN

WKSTNWKSTN

WKSTN

ELEV LOBBY

ELEV HALL

RISER

HALL

SLOPE 1/4": 1'-0"

MINIMUM

SLOPE 1/4": 1'-0"

MINIMUM

SLOPE 1/4": 1'-0"

MINIMUM

SLOPE 1/4": 1'-0"

MINIMUM

SLOPE 1/4": 1'-0"

MINIMUM

SLOPE 1/4": 1'-0"

MINIMUM

AS-304

AS-304

Sim

AS-304

Sim

AS-303

AS-303

AS-303

VALLEY

RIDGE

VALLEY

VALLEY

RIDGE

VALLEY

V A

LL

E

Y

R

ID

G E

V A

LLE

Y

12 13

12 13

1. REFER TO SHEET A000 FOR GENERAL NOTES, SYMBOLS, LEGENDS AND

DETAILS.

2. PROVIDE PROTECTED EGRESS PATH FROM EAST AND WEST EXITS AS

INDICATED. CONTRACTOR IS TO INSURE COVERED PATH PROVIDES

ENOUGH PROTECTION THROUGH WORK AREA

3. SEE SHEET AS-304 FOR WALL TYPES.

GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT

GMK Associates, Inc.

1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Jerome K. Simons, AIA

STAMPPROGRAM MANAGER

321 4 5 6 7 8 9 10

Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA

CONSULTANT

F

.0

O d e ll

W

J B

D o rn B

P o rc h I n s ta lla ti o n a n d

E V

C h a rg in g

S ta ti o n s \D ra w in g s \A rc h

\D O

R N

V A

B L D

G

B

S ta n d

A lo n e

R

.r v t

/1

/2

:2

:3

P

M

AS-203

THIRD FLOOR RENOVATION PLAN W.J.B. DORN VA MEDICAL CENTER

BLDG 10 REPAIR PORCH SYSTEM

AND CHARGING STATIONS

COLUMBIA, SOUTH CAROLINA

544-21-119

BUILDING 10

02/20/2024 JKS

100% CONSTRUCTION

DOCUMENTS FINAL

3/16" = 1'-0"

THIRD FLOOR RENOVATION PLAN

RENOVATION KEYED NOTES

KEY NUMBER DESCRIPTION

1 NOT USED

2 NOT USED

3 REINSTALL FAUX WOOD PILASTER. PREPARE WOOD SUBSTRATE

AS NECESSARY FOR FINISH PAINTING. SEAL ALL JOINTS. FILL

ALL NAIL HOLES AND APPLY TWO COATS OF PAINT. INSTALL PER

OWNER PROVIDED INVENTORY. PROVIDE TREATED WOOD

NAILERS AS NECESSARY FOR INSTALLTION

4 REINSTALL HISTORIC STRUCTURAL WOOD COLUMNS. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

5 REINSTALL ORNAMENTAL RAIL. REMOVE PEELING/FLAKING

PAINT, PRIME AND PAINT COLOR AS SELECTED BY ARCHITECT

6 TEMPORARY WOOD FRAMED AND PLYWOOD COVERED

CONSTRUCTION ENTRANCE. APPLY PEEL AND STICK TO

PLYWOOD ROOF

7 CONTRACTOR LAYDOWN SPACE. PLACE PLYWOOD OVER ALL

PORTIONS OF NEW PARKING LOT BEING USED AS PART OF

LAYDOWN AREA

8 CONCRETE CURB, GUTTER AND SIDEWALK TO REMAIN. BORE

UNDER CURB TO ALLOW INSTALLATION OF ELECTRICAL

CONDUITS

9 CUT ASPHALT AS INDICATED TO ALLOW INSTALLATION OF NEW

ELECTRICAL. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

PATCH ASPHALT AS DETAILED. INSTALL ASPHALT SEALER OVER

ENTIRE AREA

10 STRIPE PARKING LOT AS INDICATED

AND TO MATCH EXISTING.

11 NOT USED

12 COPPER COPING CAP SLOPED TO OUTSIDE FACE OF ROOF AREA

13 REINSTALL HISTORIC WOOD BALLUSTRADE.PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING. SEAL ALL

JOINTS. FILL ALL NAIL HOLES AND APPLY TO COATS OF PAINT.

14 NEW SINGLE PLY TPO ROOF MEMBRANE. SLOPE TO SCUPPERS

AS INDICATED.

15 REINSTALL HISTORIC WOOD CORNICE TRIM AND MOLDING.

PREPARE WOOD SUBSTRATE AS NECESSARY FOR FINISH

PAINTING. SEAL ALL JOINTS. FILL ALL NAIL HOLES AND APPLY

TWO COATS OF PAINT. INSTALL TRIM AS DIRECTED BY OWNER

PROVIDED INVENTORY OF HISTORIC WOOD TRIM

16 PAINTED SMOOTH FINISHED PORTLAND CEMENT PLASTER

CEILING ON METAL LATH

17 NEW COPPER SCUPPER. OUTFALL TO DOWNSPOUT COLLECTOR,

SEE 3/AS-304.

18 PENDANT LIGHT, CONTRACTOR TO PROVIDE TEMPORARY

POWER AS NECESSARY

Rev. No. Revisions: Date:

JSimons Stamp

JSimons Stamp

JSimons

FIRST FLOOR

0' - 0"

SECOND FLOOR

12' - 0"

THIRD FLOOR

23' - 0"

ATTIC FLOOR

35' - 0"

MAIN ROOF

48' - 0"

INSTALL BALUSTRADE AS INDICATED AND AS

DIRECTED BY OWNER PROVIDED INVENTORY OF

HISTORIC WOOD TRIM. PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING.

SEAL ALL JOINTS, FILL ALL NAIL HOLES, AND

APPLY TO COATS OF PAINT TO PRIMED SURFACE

INSTALL NEW COPPER CORNICE CAP AND

FLASHING PROVIDE SCUPPER AT EXISTING

LOCATION. TIE TO DOWNSPOUT AND BOOT.

INSTALL FRIEZE AND ARCHITRAVE FASCIA BOARDS AS INDICATED

AND AS DIRECTED BY OWNER PROVIDED INVENTORY OF HISTORIC

PORCH COMPONENTS. PREPARE WOOD SUBSTRATE AS NECESSARY

FOR FINISH PAINTING. SEAL ALL JOINTS, FILL ALL NAIL HOLES AND

APPLY 2 COATS OF PAINT OVER PRIMED WOOD SURFACE.

INSTALL HISTORIC STRUCTURAL WOOD COLUMNS. REFER TO

STRUCTURAL DRAWINGS FOR ATTACHMENT. PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING ALL JOINTS,

FILL ALL NAIL HOLES AND APPLY 2 COATS OF PAINT OVER

PRIMED WOOD SURFACE

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL

HISTORIC COMPONENTS AND ENSURING THE COMPONENTS ARE

INSTALLED FLUSH, LEVEL AND PLUMB. ANY MISSING

COMPONENTS. COMPONENTS NEEDING MODIFICATION FOR

FITMENT, MATERIALS AND LABOR TO ACHIEVE FINISHED STATE

SHALL BE INCLUDED IN BID AND ANY ADDITIONAL NECESSARY

MODIFICATION WILL BE AT CONTRACTOR'S EXPENSE.

CONTRACTOR VERIFY SPECIES OF EXISTING HISTORIC

ELEMENTS PRIOR TO FABRICATION OF NEW MATERIALS.

CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING,

TEMPORARY SUPPORTS, ETC. DURING INSTALLATION OF

COLUMNS AND OTHER PORCH COMPONENTS. COLUMNS ARE A

STRUCTURAL COMPONENT OF THE PORCH ROOF FRAMING

SUPPORT AND ARE NOT AN AESTHETIC FEATURE.

INSTALL CORNICE TRIM AS INDICATED AND AS DIRECTED BY

OWNER PROVIDED INVENTORY OF HISTORIC PORCH

COMPONENTS. PREPARE WOOD SUBSTRATE AS NECESSARY FOR

FINISH PAINTING. SEAL ALL JOINTS, FILL ALL NAIL HOLES AND

APPLY 2 COATS OF PAINT OVER PRIMED WOOD SURFACE.

EXISTING ORNAMENTAL RAIL INSTALLED IN ORIGINAL LOCATION.

REMOVE RUST, ANY LOOSE OR FLAKING PAINT. PRIME RAIL AND

APPLY TWO COATS OF FINISHED PAINT

EXISTING ORNAMENTAL RAIL INSTALLED IN ORIGINAL

LOCATION. REMOVE RUST, ANY LOOSE OR FLAKING PAINT.

PRIME RAIL AND APPLY TWO COATS OF FINISHED PAINT

EXISTING ORNAMENTAL RAIL INSTALLED IN ORIGINAL

LOCATION. REMOVE RUST, ANY LOOSE OR FLAKING

PAINT. PRIME RAIL AND APPLY TWO COATS OF

FINISHED PAINT

INSTALL BALUSTRADE AS INDICATED AND AS

DIRECTED BY OWNER PROVIDED INVENTORY OF

HISTORIC WOOD TRIM. PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING.

SEAL ALL JOINTS, FILL ALL NAIL HOLES, AND

APPLY TO COATS OF PAINT TO PRIMED SURFACE

INSTALL NEW COPPER CORNICE CAP AND

FLASHING PROVIDE SCUPPER AT EXISTING

LOCATION. TIE TO DOWNSPOUT AND BOOT.

INSTALL FRIEZE AND ARCHITRAVE FASCIA BOARDS AS

INDICATED AND AS DIRECTED BY OWNER PROVIDED

INVENTORY OF HISTORIC PORCH COMPONENTS.

PREPARE WOOD SUBSTRATE AS NECESSARY FOR

FINISH PAINTING. SEAL ALL JOINTS, FILL ALL NAIL

HOLES AND APPLY 2 COATS OF PAINT OVER PRIMED

WOOD SURFACE.

INSTALL HISTORIC STRUCTURAL WOOD COLUMNS. REFER TO

STRUCTURAL DRAWINGS FOR ATTACHMENT. PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING ALL JOINTS,

FILL ALL NAIL HOLES AND APPLY 2 COATS OF PAINT OVER

PRIMED WOOD SURFACE

INSTALL CORNICE TRIM AS INDICATED AND AS

DIRECTED BY OWNER PROVIDED INVENTORY OF

HISTORIC PORCH COMPONENTS. PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING.

SEAL ALL JOINTS, FILL ALL NAIL HOLES AND APPLY 2

COATS OF PAINT OVER PRIMED WOOD SURFACE.

FIRST FLOOR

0' - 0"

SECOND FLOOR

12' - 0"

THIRD FLOOR

23' - 0"

ATTIC FLOOR

35' - 0"

MAIN ROOF

48' - 0"

INSTALL BALUSTRADE AS INDICATED AND AS DIRECTED BY

OWNER PROVIDED INVENTORY OF HISTORIC WOOD TRIM.

PREPARE WOOD SUBSTRATE AS NECESSARY FOR FINISH

PAINTING. SEAL ALL JOINTS, FILL ALL NAIL HOLES, AND

APPLY TO COATS OF PAINT TO PRIMED SURFACE

INSTALL NEW COPPER CORNICE CAP AND

FLASHING PROVIDE SCUPPER AT EXISTING

LOCATION. TIE TO DOWNSPOUT AND BOOT.

INSTALL FRIEZE AND ARCHITRAVE FASCIA BOARDS AS INDICATED AND

AS DIRECTED BY OWNER PROVIDED INVENTORY OF HISTORIC PORCH

COMPONENTS WOOD SUBSTRATE AS NECESSARY FOR FINISH PAINTING.

SEAL ALL JOINTS, FILL ALL NAIL HOLES AND APPLY 2 COATS OF PAINT

OVER PRIMED WOOD SURFACE.

INSTALL HISTORIC STRUCTURAL WOOD COLUMNS. REFER TO STRUCTURAL

DRAWINGS FOR ATTACHMENT. PREPARE WOOD SUBSTRATE AS NECESSARY

FOR FINISH PAINTING. SEAL ALL JOINTS, FILL ALL NAIL HOLES AND APPLY 2

COATS OF PAINT OVER PRIMED WOOD SURFACE

INSTALL CORNICE TRIM AS INDICATED AND AS DIRECTED BY

OWNER PROVIDED INVENTORY OF HISTORIC PORCH COMPONENTS.

PREPARE WOOD SUBSTRATE AS NECESSARY FOR FINISH PAINTING.

SEAL ALL JOINTS, FILL ALL NAIL HOLES AND APPLY 2 COATS OF

PAINT OVER PRIMED WOOD SURFACE.

EXISTING ORNAMENTAL RAIL INSTALLED IN ORIGINAL LOCATION.

REMOVE RUST, ANY LOOSE OR FLAKING PAINT. PRIME RAIL AND

APPLY TWO COATS OF FINISHED PAINT

INSTALL BALUSTRADE AS INDICATED AND

AS DIRECTED BY OWNER PROVIDED

INVENTORY OF HISTORIC WOOD TRIM.

PREPARE WOOD SUBSTRATE AS

NECESSARY FOR FINISH PAINTING. SEAL

ALL JOINTS, FILL ALL NAIL HOLES, AND

APPLY TO COATS OF PAINT TO PRIMED

SURFACE

INSTALL BALUSTRADE AS INDICATED AND AS

DIRECTED BY OWNER PROVIDED INVENTORY OF

HISTORIC WOOD TRIM. PREPARE WOOD

SUBSTRATE AS NECESSARY FOR FINISH PAINTING

ALL JOINTS, FILL ALL NAIL HOLES, AND APPLY TO

COATS OF PAINT TO PRIMED SURFACE

INSTALL NEW COPPER CORNICE CAP AND

FLASHING PROVIDE SCUPPER AT EXISTING

LOCATION. TIE TO DOWNSPOUT AND BOOT.

INSTALL FRIEZE AND ARCHITRAVE FASCIA BOARDS AS

INDICATED AND AS DIRECTED BY OWNER PROVIDED

INVENTORY OF HISTORIC PORCH COMPONENTS. PREPARE

WOOD SUBSTRATE AS NECESSARY FOR FINISH PAINTING.

SEAL ALL JOINTS, FILL ALL NAIL HOLES AND APPLY 2 COATS

OF PAINT OVER PRIMED WOOD SURFACE.

INSTALL HISTORIC STRUCTURAL WOOD COLUMNS. REFER TO

STRUCTURAL DRAWINGS FOR ATTACHMENT. PREPARE WOOD SUBSTRATE

AS NECESSARY FOR FINISH PAINTING ALL JOINTS, FILL ALL NAIL HOLES

AND APPLY 2 COATS OF PAINT OVER PRIMED WOOD SURFACE

INSTALL CORNICE TRIM AS INDICATED AND AS DIRECTED BY

OWNER PROVIDED INVENTORY OF HISTORIC PORCH

COMPONENTS. PREPARE WOOD SUBSTRATE AS NECESSARY

FOR FINISH PAINTING ALL JOINTS, FILL ALL NAIL HOLES AND

APPLY 2 COATS OF PAINT OVER PRIMED WOOD SURFACE.

EXISTING ORNAMENTAL RAIL INSTALLED IN ORIGINAL LOCATION.

REMOVE RUST, ANY LOOSE OR FLAKING PAINT. PRIME RAIL AND

APPLY TWO COATS OF FINISHED…