Attachment - Drawings Rev 2 - Replace Roof and Windows of Bldg 4.pdf

PDF 15 MB Posted Apr 1, 2025

Attached to: Z1DZ--Project 502-21-118 (CON) Replace roof and windows of Bldg 4
Solicitation number: 36C25625R0067
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Apr 1, 2025

These architectural drawings detail a project to replace the roof and windows for Building 4 at the Veterans Affairs Medical Center in Alexandria, Louisiana. The project, numbered 502-21-118, involves comprehensive renovation work including:

Roof Replacement: Removing existing roof systems down to the deck and installing new roofing, including approximately 4,200 square feet of clay tile roof and 8,023 square feet of TPO (thermoplastic polyolefin) roofing with rigid tapered insulation. Window Replacement: Removing existing windows and installing new aluminum-framed windows with insulated glazing and low-E coating, designed to meet historic requirements. Additional scope includes repairing exterior stucco, wood trim, soffits, and molding, constructing a new dormer, painting exterior surfaces, and repairing connecting corridors. The final submission is dated July 15, 2024, and the project is fully sprinklered, indicating comprehensive building system upgrades.

View the file

Other files

File	Type	Posted
36C25625R0067 502-21-118 Hazardous Material Survey.pdf	PDF	Apr 30, 2025
36C25625R0067 502-21-118 Revised SOW 04302025.docx	DOCX document	Apr 30, 2025
36C25625R0067 RFI Register 502-21-118 04302025.docx	DOCX document	Apr 30, 2025
36C25625R0067 0003.docx	DOCX document	Apr 30, 2025
36C25625R0067 0002.docx	DOCX document	Apr 23, 2025
36C25625R0067 0001.docx	DOCX document	Apr 8, 2025
502-21-118 Site Visit Sign in Sheet.jpg	JPG image	Apr 8, 2025
Attachment - Brand Name JA 502-21-118_Redacted.pdf	PDF	Apr 1, 2025
36C25625R0067 RFP.docx	DOCX document	Apr 1, 2025
Attachment - Supplementary Roof Tile and Window Cut Sheets.pdf	PDF	Apr 1, 2025
36C25625R0067 EXHIBIT C.docx	DOCX document	Apr 1, 2025
WD - LA20250051 dtd 02282025.pdf	PDF	Apr 1, 2025
36C25625R0067 EXHIBIT D.docx	DOCX document	Apr 1, 2025
36C25625R0067 - Specifications dtd 030525_502-21-118 Replace Roof Windows Bldg 4 .pdf	PDF	Apr 1, 2025
36C25625R0067 EXHIBIT A.docx	DOCX document	Apr 1, 2025
36C25625R0067 SOW Final_502-21-118 Replace Roof and windows of Bldg 4 - Copy.docx	DOCX document	Apr 1, 2025
Attachment - ICRA - PRA - Replace roof and windows B4.pdf	PDF	Apr 1, 2025
36C25625R0067 EXHIBIT F.docx	DOCX document	Apr 1, 2025
36C25625R0067 EXHIBIT E.docx	DOCX document	Apr 1, 2025
36C25625R0067 EXHIBIT B.docx	DOCX document	Apr 1, 2025

Show all 20

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CAMPUS MAP

ALEXANDRIA

ALEXANDRIA DEPARTMENT OF VETERANS

AFFAIRS MEDICAL CENTER

VICINITY MAP

PINEVILLE

INDEX OF DRAWINGS

SHEET NO. SHEET TITLE

Veterans Affairs Department of

Medical Center Alexandria, Louisiana

Project No. 502-21-118

VA ALEXANDRIA, LA

PROJECT LOCATION:

BUILDING 4, REFER TO

ARCHITECTURAL SITE PLAN

SHEET G-300

Replace Roof and Windows for Building 4

T T

T115

HELI

PAD

D A

C 1E

M J

N1 N2

DAV

CONCRETE

PARKIN

G LO

JACIE DRIVE

CONC. PAD

M O

RCYCLE

PARKING

X X

X X X X

X X

X X X

EXISTING

UNDERGROUND

STORAGE

TANKS

EXISTING

MOBILE

BUILDING

ZONE

SUSTAINING

GENERATOR

FACILITY

G M

RESTRY

COVERED PARKING

E85

PATIENT PARKING

WELLNESS LANE

VETERANS LOOP

WAREHOUSE DRIVE

VETERANS LOOP

CHAPEL DRIVE

OAK VIEW DRIVE

PUMP HOUSE ROAD

VETERANS LOOP

LOUISIANA

VETERANS

LOUISIANA

QUARTERS LANE

UARTERS LANE

CHAPEL DRIVE

E85 LANE E85 LANE

VETERANS LOOP

STR

L R

O W

OAK VIEW DRIVE

VETERANS LO

CHILLER DRIVE

J. BALDW

IN M

CCOM

LAR FARM

WELLNESS LANE

NEW

CLINIC AREA

OAK VIEW DRIVE

VETERANS LOOP

SCENIC VIEW ROAD

SOUTH ENTRANCE

AIN ENTRANCE

NORTH ENTRANCE

OAK VIEW DRIVE

SCENIC VIEW ROAD

VIEW

R O

A D

CHLO

RINE BLDG

147148

VIEW

VETERANS LOOP

SHEET NO. SHEET TITLE

SIGNATURES

CHIEF ENGINEERING: DATE:

CONTRACTING OFFICER REPRESENTATIVE: DATE:

INFECTION CONTROL: DATE:

SAFETY MANAGER: DATE:

BUILDING MANAGER: DATE:

G-100

COVER SHEET, INDEX OF

DRAWINGS, MAPS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Revisions: Date:

C : U se rs

\D es kt op

D \2

Tel: (318) 445-6571 Alexandria, LA 71303

1009 Bayou Place

Ballard CLC, Inc.

Architects Engineers Surveyors since 1908since 1908

Fax: (318) 448-0257

BCLC BCLC

FINAL SUBMISSION

JULY 15, 2024

VA Medical Center, Alexandria, LA

FULLY SPRINKLERED

502-21-118

REPLACE ROOF AND WINDOWS

FOR BUILDING 4

Engineers Architects

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A. Dwg. 1 of 5

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text G-100

AutoCAD SHX Text

COVER SHEET, INDEX OF DRAWINGS, MAPS

AutoCAD SHX Text G-200

AutoCAD SHX Text

FLOORS PLANS - DEMOLITION

AutoCAD SHX Text

TO SHREVEPORT

AutoCAD SHX Text

NORTH ENTRANCE

AutoCAD SHX Text

MAIN ENTRANCE

AutoCAD SHX Text

SOUTH ENTRANCE

AutoCAD SHX Text

ABBREVIATIONS, SYMBOL LEGEND

AutoCAD SHX Text G-300

AutoCAD SHX Text

ARCHITECTURAL SITE PLAN

AutoCAD SHX Text A-001

AutoCAD SHX Text

WINDOW AND LOUVER SCHEDULE

AutoCAD SHX Text

ROOF PLANS - DEMOLITION

AutoCAD SHX Text

AD101

AutoCAD SHX Text

ROOF PLAN - DEMOLITION AREA "A"

AutoCAD SHX Text

AD102

AutoCAD SHX Text

EXTERIOR BUILDING ELEVATIONS - DEMOLITION

AutoCAD SHX Text

AD200

AutoCAD SHX Text

AD100

AutoCAD SHX Text

EXTERIOR BUILDING ELEVATIONS - DEMOLITION

AutoCAD SHX Text

AD201

AutoCAD SHX Text

FLOOR PLANS

AutoCAD SHX Text A-100

AutoCAD SHX Text

ROOF PLANS - NEW WORK

AutoCAD SHX Text A-102

AutoCAD SHX Text

ROOF PLAN - NEW WORK AREA "A"

AutoCAD SHX Text A-103

AutoCAD SHX Text

EXTERIOR BUILDING ELEVATIONS - NEW WORK

AutoCAD SHX Text A-200

AutoCAD SHX Text

EXTERIOR BUILDING ELEVATIONS - NEW WORK

AutoCAD SHX Text A-201

AutoCAD SHX Text

ROOF DETAILS

AutoCAD SHX Text A-300

AutoCAD SHX Text

CLAY TILE ROOF DETAILS

AutoCAD SHX Text A-301

AutoCAD SHX Text

TPO ROOF DETAILS

AutoCAD SHX Text A-302

AutoCAD SHX Text

DEMOLITION PHOTOS

AutoCAD SHX Text

AD400

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

US HWY 71

AutoCAD SHX Text

US HWY 71

AutoCAD SHX Text

US HWY 71 TO SHREVEPORT

AutoCAD SHX Text

US HWY 71

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

ATTIC FLOOR PLAN & DETAILS

AutoCAD SHX Text A-101

AutoCAD SHX Text

AD401

AutoCAD SHX Text M-001

AutoCAD SHX Text

MECHANICAL GENERAL INFORMATION

AutoCAD SHX Text

MD101

AutoCAD SHX Text M-101

AutoCAD SHX Text M-102

AutoCAD SHX Text

SECOND FLOOR MECHANICAL DEMOLITION PLAN

AutoCAD SHX Text

ROOF AND ATTIC MECHANICAL PLAN

AutoCAD SHX Text

SECOND FLOOR MECHANICAL PLAN

AutoCAD SHX Text

MD102

AutoCAD SHX Text

ROOF AND ATTIC MECHANICAL DEMOLITION PLAN

AutoCAD SHX Text

DEMOLITION PHOTOS

AutoCAD SHX Text S-100

AutoCAD SHX Text

DESIGN WIND LOAD PLAN & TYPICAL DETAILS

AutoCAD SHX Text G-201

AutoCAD SHX Text

GENERAL NOTES SHEET

AutoCAD SHX Text

WALL SECTIONS & MISCELLANEOUS DETAILS

AutoCAD SHX Text A-303

AutoCAD SHX Text A-002

AutoCAD SHX Text

SCREENED OPENING SCHEDULE

AutoCAD SHX Text A-003

AutoCAD SHX Text

WINDOW DETAILS

AutoCAD SHX Text M-501

AutoCAD SHX Text

MECHANICAL DETAILS AND CONTROLS

AutoCAD SHX Text E-001

AutoCAD SHX Text

ELECTRICAL GENERAL NOTES, LEGENDS, & ABBREVIATIONS

AutoCAD SHX Text

ED101

AutoCAD SHX Text

SECOND FLOOR ELECTRICAL DEMOLITION PLAN

AutoCAD SHX Text

ED102

AutoCAD SHX Text

ROOF LEVEL ELECTRICAL DEMOLITION PLAN

AutoCAD SHX Text

EP101

AutoCAD SHX Text

SECOND FLOOR POWER PLAN

AutoCAD SHX Text

EP102

AutoCAD SHX Text

ROOF LEVEL POWER PLAN

AutoCAD SHX Text E-501

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text E-601

AutoCAD SHX Text

SINGLE LINE DIAGRAM AND EQUIPMENT SCHEDULES

AutoCAD SHX Text G-301

AutoCAD SHX Text

PHASING PLAN

AutoCAD SHX Text 07-15-24

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text

STAIRWELL

Space Identification

Section

Detail

North Arrow

Keynote

Door Type

Window Type

Demolition Note

Room Name Room Number

Section Number

Detail Number

Sheet on which section is drawn

Sheet on which detail is drawn

ARCHITECTURAL SYMBOLS LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Revisions: Date:

C : U se rs

\D es kt op

D \2

Tel: (318) 445-6571 Alexandria, LA 71303

1009 Bayou Place

Ballard CLC, Inc.

Architects Engineers Surveyors since 1908since 1908

Fax: (318) 448-0257

BCLC BCLC

FINAL SUBMISSION

JULY 15, 2024

VA Medical Center, Alexandria, LA

FULLY SPRINKLERED

502-21-118

REPLACE ROOF AND WINDOWS

FOR BUILDING 4

Engineers Architects

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABOUT ABT

AC ASBESTOS CEMENT OR ASPHALTIC

CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ASWG AMERICAN WIRE GAUGE

AT @

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BDY BOUNDARY

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BL BUILDING LINE

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLK BLOCK

BLKG BLOCKING

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOC BACK OF CURB

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BT BENT

BTWN BETWEEN

BTU BRITISH THERMAL UNIT

BTUH BTUPER HOUR

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CAP CAPACITY

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED /

OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD, CENTER OF

GRAVITY

CGSFU CERAMIC GLAZED STRUCTURAL

FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON, CURB INLET

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CITP CERTIFIED INDEPENDENT

3RD-PARTY PROVIDER

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLF CHAINLINK FENCE

CLG CEILING

CLG HT CEILING HEIGHT

CLKG CAULKING

CLO CLOSET

CLR CLEAR

cm² SQUARE CENTIMETER cm³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CMT CERAMIC MOSAIC TILE

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE

OF OCCUPANCY, CLEANOUT, OR

COMPANY

CO₂ CARBON DIOXIDE

COE CORPS OF ENGINEERS

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED,

COMBUSTION

COMM COMMUNICATION

COMP COMPONENT, COMPRESSIBLE

COMPF COMPOSITION FLOORING

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER. CONDITION, CONDUIT

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

CORR CORRIDOR

COV COVERED

CP COMPETENT PERSON

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRG CARRIAGE

CRS COLD ROLLED STEEL, COURSE

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU CONDENSING UNIT, COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CW COLD WATER

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DA DOUBLE ACTING

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DCW DOMESTIC COLD WATER

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHWS DOMESTIC HOT WATER

DIA, Ø DIAMETER

DIAG DIAGONAL, DIAGRAM

DIAPH DIAPHRAGM

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE, DISTRIBUTION

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DN DOWN

DOC DOCUMENT

DPIM DIVISION OF INFORMATION

MANAGEMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DP DAMPROOFING

DR DOOR, DRAIN, DRESSING

ROOM, OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DRY DRYER

DS DOWNSPOUT

DSGN DESIGN

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWLS DOWELS

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENT ENTRANCE

ENVIR ENVIRONMENT

EOC EDGE OF CURB

EOP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXC EXCAVATE

EXH EXHAUST

EXHF EXHAUST FAN

EXHG EXHAUST GRILLE

EXIST, (E) EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTNG GRADE

EXT EXTERIOR, EXTERNAL, EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM, FRESH AIR

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FC FOOT CANDLE, FAN COIL UNIT

FCA FACILITY CONDITION ASSESSMENT

FCG FACING

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN, FIRE DAMPER

FDC FIRE DEPARTMENT

CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FH FLAT HEAD OR FLAT HEAD

SCREWS, FIRE HYDRANT

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOOR, FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB, FIBER OPTIC CABLE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR

FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER

OR FIBERGLASS REINFORCED

PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION, FAR SIDE

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FV FIELD VERIFY

FWC FABRIC WALLCOVERING

G GAS

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GOC GROUND CLEANOUT

GD GUARD, GARBAGE DISPOSER

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED

CONCRETE

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GFRP GLASS-FIBER-REINFORCED

PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GR GRADE

GR FL GROUND FLOOR

GRAN GRANITE

GRND GROUND

GRTG GRATING

GRVL GRAVEL

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GV GATE VALVE, GAS VALVE

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HD HEAD

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HPT HIGH POINT

HR HOUR

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR

HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

HVY HEAVY

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR

MOMENT OF INERTIA

I or FE IRON

IAQ INDOOR AIR QUALITY

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

IC INTERCOM

ID IDENTIFICATION, INSIDE

DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

IE INVERT ELEVATION

IES ILLUMINATING ENGINEERING

SOCIETY

IESCR INTERRUPTING ELECTRICAL

SHORT CIRCUIT RATING

ILLUM ILLUMINATION

ILSM INTERIM LIFE SAFEY MEASURES

IN INCH

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

INV INVERT

IP IRON PIPE

IRH INFRARED HEATER

IRMA INVERTED ROOF MEMBRANE

ASSEMBLY

IS INDUSTRIAL SEWER

IWH INSTANTANEOUS WATER HEATER

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT, UNIT COOLER

UCD UNDERCUT DOOR

UGE UNDERGROUND ELECTRIC

UGND UNDERGROUND

UH UNIT HEATER

UIP USE IN PLACE

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNEX UNEXCAVATED

UNFIN UNFINISH, UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER

SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET, UNIT VENTILATOR

JAN JANITOR

J-BOX, JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KL KEY LOCK

KO KNOCKOUT

KPL KICKPLATE

KSI KIPS/SQUARE INCH

KSF KIPS/SQUARE FOOT

KW KILOWATTS

KWH KILOWATT HOUR METER

L ANGLE, LUMEN

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD LOAD

LD BRG LOAD-BEARING

LDR LEADER

LDG LANDING

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LG LENGTH

LH LEFT HAND

LHR LEFT HAND REVERSE

LHR LEFT HAND REVERSE LATENT HEAT

RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LINT LINTEL

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LONG LONGITUDINAL

LOX LIQUID OXYGEN

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHT WEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONC.

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER, MATCH

EXISTING

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM

MED MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR

OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR, MONUMENT

MONO MONOLITHIC

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MSTC MASTIC

MT METAL THRESHOLD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUF.

ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS

ASSOCIATION

NRP NONREMOVABLE

NS NARROW STILE, NEAR SIDE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER, OUTSIDE

DIMENSION

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED / OWNER

INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPS OPERATIONS

OPT OPTIONAL

OR OPERATING ROOM, OUTSIDE

RADIUS

ORD ORDNANCE OR OVERFLOW

ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINSTRATION

OUT OUTLET

OVSCP OVERFLOW SCUPPER

OWS OIL WATER SEPARATOR

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR

PORTLAND CEMENT

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PCRA PRE-CONSTRUCTION RISK

ASSESSMENT

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PH, Ø PHASE

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE, PLATE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PP POWER POLE

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY, PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR

PRESSURE TREATED, POINT

PTD PAPER TOWEL DISPENSER, PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QARRY

QT QUARRY TILE, QUART

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTR RD QUARTER ROUND

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE, RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

REFR REFRIGERATION REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT, SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR,

OR SOAP DISPENSER;

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST INSTITUTE

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TBD TACK BOARD

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL

TEMPERATURE CONTROL PANEL;

TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER, TRANSFER DUCT

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

TGL TOGGLE

THD THREAD

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TJC THE JOINT COMMISSION

TK BD TACKBOARD

TLT TOILET

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

V VOLT

VAC VACUUM

VAR VARIES

VB VINYL BASE

VC VINYL WALL COVERING

VCT VINYL COMPOSITION TILE,

VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION, VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VFDU VARIABLE FREQUENCY DRIVE UNIT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER, WALL HYDRANT

WHSE WAREHOUSE

WL WATER LINE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING, WATER PROOF

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WRB WARDROBE

WS WEATHERSTRIP, WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD

YD YARD

YR YEAR

PROJECT INFORMATION

PROJECT NAME: REPLACE ROOF AND WINDOW FOR BUILDING 4

PROJECT NUMBER: 502-21-118

BALLARD PROJECT NUMBER: 231600

PROJECT LOCATION: VA MEDICAL CENTER, ALEXANDRIA, LOUISIANA

PROJECT PURPOSE/USE: THIS PROJECT WILL REPLACE THE ROOF & WINDOWS OF BUILDING 4

BASE BID: THE WORK INCLUDES REMOVING THE EXISTING ROOF SYSTEM TO EXISTING DECK

AND DISPOSING OF ALL DEMOLITION MATERIALS OFF-SITE. NEW CLAY TILE ROOFING AND 80 MIL TPO ROOFING ON RIGID TAPERED INSULATION TO BE INSTALLED AS DETAILED. EXISTING WINDOWS TO REMOVED WITH MINIMAL DAMAGE TO JAMB. NEW ALUMINUM FRAMES WITH INSULATED GLAZING & LOW E COATING WINDOWS TO BE INSTALLED TO MEET HISTORIC REQUIREMENTS. EXISTING DAMAGED STUCCO, EXTERIOR WOOD TRIM, SOFFITS, MOLDING TO BE REPAIRED/REPLACED TO MATCH EXISTING. NEW DORMER TO BE CONSTRUCTED FOR ENTRY INTO ATTIC. EXTERIOR WALLS, SOFFITS, OVERHANG, TRIM, ETC TO BE PAINTED.

CONNECTING CORRIDORS SHALL BE REPAIRED AND PAINTED ON THE INTERIOR AND EXTERIOR, RETAINING WALL WITH STUCCO FINISH ON THE NORTH SIDE OF BUILDING TO BE REPAIRED AND PAINTED. REMOVE AND

REPLACE AWNING AT DELIVERY AS DETAILED.

SQUARE FOOTAGE:

CLAY TILE ROOF: ±4,200 SF

TPO ROOF: ±8,023 SF

EXISTING CONC. W/COATING ±722 SF (Area "C")

METAL ±1,653 SF

TOTAL ROOF AREA: ±14,937 SF

G-200

ABBREVIATIONS, SYMBOL

LEGEND

Dwg. 2 of 5

AutoCAD SHX Text 07-15-24

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Revisions: Date:

C : U se rs

\D es kt op

D \2

Tel: (318) 445-6571 Alexandria, LA 71303

1009 Bayou Place

Ballard CLC, Inc.

Architects Engineers Surveyors since 1908since 1908

Fax: (318) 448-0257

BCLC BCLC

FINAL SUBMISSION

JULY 15, 2024

VA Medical Center, Alexandria, LA

FULLY SPRINKLERED

502-21-118

REPLACE ROOF AND WINDOWS

FOR BUILDING 4

Engineers Architects

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

GENERAL NOTES: GENERAL DEMOLITION NOTES:

DUST WALL DIAGRAM1

CLAY TILE ROOF NOTES:

ATTACHMENT REQUIREMENT SCHEDULE

G-201

GENERAL NOTES SHEET

Dwg. 3 of 5

AutoCAD SHX Text 07-15-24

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text

AutoCAD SHX Text A. VA NEGATIVE AIR AND INFECTION CONTROL REQUIREMENTS MUST BE MAINTAINED - OBTAIN REQUIREMENTS FROM VA NEGATIVE AIR AND INFECTION CONTROL REQUIREMENTS MUST BE MAINTAINED - OBTAIN REQUIREMENTS FROM CONTRACTING OFFICER REPRESENTATIVE (COR). REFER TO SPECIFICATION SECTION 01 35 26(1.12) FOR INFECTION CONTROL INFORMATION. B. THESE DRAWINGS SHALL BE USED ONLY FOR THIS SPECIFIC PROJECT/SITE LOCATION. THESE DRAWINGS ARE A THESE DRAWINGS SHALL BE USED ONLY FOR THIS SPECIFIC PROJECT/SITE LOCATION. THESE DRAWINGS ARE A COMPOSITE SET OF CONTRACT DOCUMENTS AND SHALL NOT BE SEPARATED FOR DISTRIBUTION. THE GENERAL CONTRACTOR SHALL REVIEW ALL DRAWINGS AND PROVIDE/DISTRIBUTE THE ENTIRE SET TO EACH SUBCONTRACTOR. C. THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO INSPECT EXISTING CONDITIONS AND VERIFY WORK BEING THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO INSPECT EXISTING CONDITIONS AND VERIFY WORK BEING PERFORMED BEFORE SUBMITTING COST QUOTATIONS FOR WORK. D. NOTIFY THE ARCHITECT PROMPTLY OF ANY ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES AND CONFLICTS NOTIFY THE ARCHITECT PROMPTLY OF ANY ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES AND CONFLICTS WITHIN THE CONTRACT DOCUMENTS AND ITS ASSOCIATED FIELD/PROJECT CONDITIONS SO THAT A RESOLUTION CAN BE PROVIDED PRIOR TO CONTINUING WITH WORK. E. DO NOT SCALE THE DRAWINGS. REQUEST ANY MISSING DIMENSIONS FROM THE ARCHITECT. DO NOT SCALE THE DRAWINGS. REQUEST ANY MISSING DIMENSIONS FROM THE ARCHITECT. F. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE AND LOCAL BUILDING ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE AND LOCAL BUILDING CODE REQUIREMENTS, SHALL BE EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND SHALL CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE ARCHITECT, AND THE AUTHORITIES HAVING JURISDICTION. G. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK TO MINIMIZE DISRUPTION OF OF ANY EXISTING TENANTS THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK TO MINIMIZE DISRUPTION OF OF ANY EXISTING TENANTS OR BUILDING OPERATIONS. THE GENERAL CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING CONSTRUCTION THROUGHOUT ALL PHASES OF CONSTRUCTION. DAMAGE TO EXISTING-TO-REMAIN CONSTRUCTION OR EQUIPMENT SHALL BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. H. THE GENERAL CONTRACTOR MUST ACCOMMODATE THE SCHEDULE OF THE INHABITANTS. THE FACILITY IS TO BE THE GENERAL CONTRACTOR MUST ACCOMMODATE THE SCHEDULE OF THE INHABITANTS. THE FACILITY IS TO BE FULLY OPERATIONAL 7 DAYS A WEEK UNTIL 7PM. WORK MUST BE SCHEDULED DURING KITCHEN OFF-TIMES IF WORK WILL INTERFERE WITH KITCHEN OPERATIONS. I. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS. NO THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS. NO GRINDING OR THREADING OF FERROUS METALS IS ALLOWED ON THE NEW TPO ROOFING. J. ANY REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE SUBMITTED TO THE ARCHITECT IN WRITING ANY REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE SUBMITTED TO THE ARCHITECT IN WRITING AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE ADVANTAGEOUS TO THE OWNER WITH RESPECT TO DELIVERY, DATE, QUALITY, OR COST. K. THE MEANS AND METHODS OF CONSTRUCTION, AND TEMPORARY STRUCTURES AND FACILITIES, ARE THE THE MEANS AND METHODS OF CONSTRUCTION, AND TEMPORARY STRUCTURES AND FACILITIES, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ARCHITECT DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OR FOR TEMPORARY STRUCTURES. L. DEMOLITION OF EXISTING STRUCTURES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR DEMOLITION OF EXISTING STRUCTURES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL EMPLOY ENGINEERING EXPERTISE AS NEEDED TO ASSIST IN DEMOLITION. M. JOB SITE SAFETY AND SECURITY ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL JOB SITE SAFETY AND SECURITY ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL CONSULT WITH LOCAL FIRE AUTHORITIES TO ASCERTAIN REQUIREMENTS FOR FIRE SUPPRESSION AND SAFETY DURING CONSTRUCTION. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING OSHA REGULATIONS DURING CONSTRUCTION. N. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR STORAGE AND PROTECTION OF BUILDING MATERIALS, AND THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR STORAGE AND PROTECTION OF BUILDING MATERIALS, AND INSTALLED CONSTRUCTION, FROM INCLEMENT WEATHER, THEFT, AND OTHER HAZARDS. THE GENERAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR STORAGE OF MATERIALS. PARTIALLY COMPLETED WALLS SHALL BE COVERED TO PROTECT FROM WATER INTRUSION. DAMAGE, INCLUDING BUT NOT LIMITED TO MOLD, RESULTING FROM WATER INTRUSION DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. O. ANY WORK REQUIRING WELDING, GRINDING, OR ANY OTHER METHOD THAT WILL PRODUCE SPARKS OR FIRE MUST BE ANY WORK REQUIRING WELDING, GRINDING, OR ANY OTHER METHOD THAT WILL PRODUCE SPARKS OR FIRE MUST BE COORDINATED AND CLEARED WITH THE FIRE DEPARTMENT AND THE C.O.R. PRIOR TO COMMENCING WORK. THIS WORK CANNOT BE PERFORMED OVER THE NEW TPO ROOF.

AutoCAD SHX Text A. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIAL OFF SITE TO KEEP SITE CLEAN AND FREE OF DEBRIS ON A CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIAL OFF SITE TO KEEP SITE CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. B. CONTRACTOR SHALL STORE HIS EQUIPMENT AND MATERIALS IN AN APPROVED LOCATION. ERECT FENCES AND CONTRACTOR SHALL STORE HIS EQUIPMENT AND MATERIALS IN AN APPROVED LOCATION. ERECT FENCES AND BARRICADES AS REQUIRED. C. CONTRACTOR SHALL PROVIDE AN ADEQUATE CONSTRUCTION BARRIER TO PROTECT ALL ADJACENT AREAS FROM CONTRACTOR SHALL PROVIDE AN ADEQUATE CONSTRUCTION BARRIER TO PROTECT ALL ADJACENT AREAS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. THE BARRIERS SHALL BE CONSTRUCTED TO ASSURE ALL DUST AND DEBRIS REMAIN SEPARATED FROM ALL AREAS ESPECIALLY THE AREA THAT ARE USED FOR PREPARING, COOKING AND SERVING FOOD ITEMS. D. CONTRACTOR SHALL STORE AND PROTECT ALL ITEMS THAT ARE TO BE REMOVED AND RE-INSTALLED. CONTRACTOR SHALL STORE AND PROTECT ALL ITEMS THAT ARE TO BE REMOVED AND RE-INSTALLED. E. CONTRACTOR SHALL PROTECT ALL EXISTING, HVAC UNITS & DUCTWORK, GRILLES, INSULATION, CONDUIT, WIRING, CONTRACTOR SHALL PROTECT ALL EXISTING, HVAC UNITS & DUCTWORK, GRILLES, INSULATION, CONDUIT, WIRING, AND ALL OTHER DEVICES THAT ARE TO REMAIN. F. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF GOVERNMENT PROPERTY. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF GOVERNMENT PROPERTY. G. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS. CONTACT C.O.R. FOR COMPLETE LIST. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS. CONTACT C.O.R. FOR COMPLETE LIST. H. THE BUILDING WILL REMAIN OCCUPIED DURING THE WORK. THE CONTRACTOR SHALL PERFORM HIS WORK IN A THE BUILDING WILL REMAIN OCCUPIED DURING THE WORK. THE CONTRACTOR SHALL PERFORM HIS WORK IN A MANNER THAT WILL HAVE A MINIMAL IMPACT ON THE USER. NOTIFY THE COR 24 HRS IN ADVANCE OF ANY WORK THAT MAY BE NOISY OR DISRUPTIVE. I. IF ANY EQUIPMENT OUTAGE OR POWER OUTAGES ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE USERS AND IF ANY EQUIPMENT OUTAGE OR POWER OUTAGES ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE USERS AND THE C.O.R. AT LEAST FOURTEEN (14) DAYS BEFOREHAND. J. CONTRACTOR TO PROVIDE CONSTRUCTION SAFETY BARRIERS AT ALL FACILITY ENTRY LOCATIONS TO PROTECT CONTRACTOR TO PROVIDE CONSTRUCTION SAFETY BARRIERS AT ALL FACILITY ENTRY LOCATIONS TO PROTECT FACILITY USERS AND VISITORS THROUGHOUT CONSTRUCTION. K. REMOVE ALL ABANDONED ATTIC EQUIPMENT DURING DEMOLITION PHASE. REMOVE ALL ABANDONED ATTIC EQUIPMENT DURING DEMOLITION PHASE. L. WINDOWS TO BE REMOVED AND NEW WINDOWS TO BE INSTALLED FROM EXTERIOR. WINDOWS TO BE REMOVED AND NEW WINDOWS TO BE INSTALLED FROM EXTERIOR. M. INTERIOR DEMOLITION EFFORTS TO REMOVE WINDOW ARE TO BE MINIMIZED. INTERIOR DEMOLITION EFFORTS TO REMOVE WINDOW ARE TO BE MINIMIZED. N. CONTRACTOR SHALL “TENT OR MARK OFF” WINDOWS FOR REMOVAL IN GROUPS OF THREE OR LESS TO REMOVE CONTRACTOR SHALL “TENT OR MARK OFF” WINDOWS FOR REMOVAL IN GROUPS OF THREE OR LESS TO REMOVE TENT OR MARK OFF” WINDOWS FOR REMOVAL IN GROUPS OF THREE OR LESS TO REMOVE WINDOWS FOR REMOVAL IN GROUPS OF THREE OR LESS TO REMOVE AND REPLACE AT A TIME. O. CONTRACTOR TO SUBMIT PHASING SCHEDULE TO VA FOR WINDOW REPLACEMENT 2 WEEKS IN ADVANCE TO ALLOW CONTRACTOR TO SUBMIT PHASING SCHEDULE TO VA FOR WINDOW REPLACEMENT 2 WEEKS IN ADVANCE TO ALLOW VA TO SCHEDULE OPERATIONS AROUND CONSTRUCTION WORK. P. WOOD MOLDING, WOOD TRIM, AND STEEL WINDOWS CONTAIN LEAD PAINT AND ASBESTOS WHICH IS TO BE ABATED – WOOD MOLDING, WOOD TRIM, AND STEEL WINDOWS CONTAIN LEAD PAINT AND ASBESTOS WHICH IS TO BE ABATED – SEE SPECIFICATIONS. Q. CLEAN ALL EXTERIOR WALL SURFACES OF ALL DIRT BY PRESSURE WASHING TO PREPARE FOR PAINTING. CLEAN ALL EXTERIOR WALL SURFACES OF ALL DIRT BY PRESSURE WASHING TO PREPARE FOR PAINTING. R. CONTRACTOR TO COORDINATE AND COMPLY WITH PROVIDED INFECTIOUS CONTROL PLAN. CONTRACTOR TO COORDINATE AND COMPLY WITH PROVIDED INFECTIOUS CONTROL PLAN. S. CONTRACTOR TO INSTALL DUST WALLS AROUND EACH WINDOW DURING ALL PHASES OF DEMOLITION AND CONTRACTOR TO INSTALL DUST WALLS AROUND EACH WINDOW DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. WALL TO BE OF FRAMED LUMBER WITH TAPED AND FLOATED GYPSUM BOARD AND SHALL BE DUST PROOF AND SEALED TO THE WALLS AND FLOOR TO PREVENT ANY DUST, DEBRIS, OR OUTSIDE AIR FROM ENTERING THE BUILDING INTERIOR. REFER TO THE DIAGRAM BELOW FOR AN EXAMPLE. WALLS MAY BE BUILT LARGE ENOUGH TO COVER ANY NUMBER OF ADJACENT WINDOWS THAT ARE UNDER SIMULTANEOUS CONSTRUCTION. ALLOW ENOUGH SPACE IN THE TENT FOR WORKERS TO OPERATE ON THE WINDOWS. PROVIDE A SEALABLE DOOR IN THE WALL TO ALLOW ACCESS.

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

WINDOWS CURRENTLY BEING WORKED ON

AutoCAD SHX Text

DUST WALL

AutoCAD SHX Text

SEAL TO FLOOR AND ALL WALLS

AutoCAD SHX Text

SEAL AROUND ANY WALL PROTRUSIONS

AutoCAD SHX Text ROOFING TO BE LUDOWICI CLASSIC 14" CLAY TILE OR EQUAL. REFER TO SPECIFICATIONS AND LUDOWICI INSTALLATION MANUAL (www.ludowici.com) FOR MANUFACTURER'S RECOMMENDED INSTALLATION. INSPECT THE DECK. ENSURE ENSURE THAT THE ROOF DECK IS CLEAN, SMOOTH AND DRY BEFORE ROOF TILES ARE APPLIED. VERIFY THAT THERE IS NO SIGNIFICANT DELAMINATION, WARPAGE, VERIFY THAT THERE IS NO SIGNIFICANT DELAMINATION, WARPAGE, BOWING OR SEPARATION FROM THE RAFTERS. CHECK FOR DECK ROT. UNSUPPORTED END JOINTS MUST BE BLOCKED. MAKE REPAIRS TO THE DECK MAKE REPAIRS TO THE DECK AS NECESSARY. ROOF FRAMING REPAIR: INSPECT ATTIC FRAMING INCLUDING RAFTERS, RIDGE BOARDS, AND HIP BOARDS. VERIFY THAT THERE IS NO SIGNIFICANT DELAMINATION, WARPAGE, BOWING OR DETERIORATION OF ALL FRAMING MEMBERS. MAKE REPAIRS TO THE STRUCTURE AS NECESSARY. MAKE REPAIRS TO THE STRUCTURE AS NECESSARY. ROOF DECK REPAIR: FOR BOARD PLANK (MATCH EXISTING), USE WELL-SEASONED PLANK BOARD (1" FULL THICKNESS, MAXIMUM 6" NOMINAL WIDTH) THAT IS NOT PRONE TO WARPING, CUPPING OR TWISTING. UNSUPPORTED END JOINTS MUST BE BLOCKED. FOR PLYWOOD DECK (MATCH EXISTING THICKNESS): APA RATED PLYWOOD IS REQUIRED FOR A MINIMUM OF " THICK 34" THICK WOOD DECKING AND MUST BE RATED FOR STRUCTURAL USE AS ROOF SHEATHING. THE EXPANSION CRACK BETWEEN PANELS SHALL BE AT LEAST " 116" BUT NO GREATER THAN ". H-CLIPS ARE TO BE USED WHEN RAFTERS ARE 18". H-CLIPS ARE TO BE USED WHEN RAFTERS ARE SPACED GREATER THAN 16" ON CENTER TO HOLD THE SIDE JOINTS OF THE PLYWOOD TOGETHER BETWEEN SUPPORTS. UNSUPPORTED END JOINTS MUST BE BLOCKED. FASTENER PULLOUT RESISTANCE: MINIMUM AVERAGE FASTENER PULLOUT RESISTANCE FOR CLAY ROOFING TILE IS 180 LBS. WITH NO SINGLE VALUE LESS THAN 170 LBS. GREATER PULLOUT VALUES MAY BE REQUIRED DEPENDING UPON THE PREDICTED AERODYNAMIC MOMENT EXPECTED FOR THE TILE SHAPE, BUILDING SHAPE AND THE PROXIMITY TO THE COASTLINE. UNDERLAYMENT: ALL DECKS SHALL BE COVERED WITH TWO LAYERS OF NO. 30# ASPHALT-IMPREGNATED ROOFING FELT OR ONE LAYER OF NO. 43# COATED BASE SHEET OR ONE LAYER OF ICE AND WATER SHIELD. NOTE: WHEN USING NON-BREATHING ICE AND WATER SHIELD UNDERLAYMENTS TO COVER THE ENTIRE ROOF. ALL HIPS, VALLEYS, RAKES AND RIDGES SHALL BE COVERED ALL HIPS, VALLEYS, RAKES AND RIDGES SHALL BE COVERED WITH A WATERPROOF UNDERLAYMENT. FOR PROPER ICE DAM PROTECTION A FOR PROPER ICE DAM PROTECTION A LAYER OF ICE AND WATER SHIELD UNDERLAYMENT TO BE INSTALLED FROM THE EAVE TO A POINT 24" BEYOND THE INSIDE OF THE EXTERIOR WALL. SEE LUDOWICI INSTALLATION MANUAL FOR MORE INFORMATION ON ICE DAM PROTECTION. NOTE: ROOFING FELT TO MEET OR EXCEED ASTM STANDARDS D226/D226M. SELF ADHERED MODIFIED SHOULD MEET OR EXCEED ASTM D1970. FLASHING: USE A MINIMUM WEIGHT OF 16 OZ. COPPER, AT LEAST 24" WIDE WITH 1/4" EDGE TURNED OVER AND FASTENED WITH CLEATS FOR VALLEYS. UNDER SPECIAL CIRCUMSTANCES, SUCH AS UNUSUAL EXPOSURE TO HIGH WIND OR HEAVY SNOW, THIS FLASHING WEIGHT SHOULD BE INCREASED. ROOFING CEMENT: ROOFING CEMENT FOR GABLE RAKES, HIP ROLLS, RIDGES, STRINGERS AND OTHER CONDITIONS TO BE NON-RUNNING, HEAVY-BODY FLASHING CEMENT COMPOSED OF MINERAL INGREDIENTS TO MEET THE REQUIREMENTS OF ASTM D-4586. CANT STRIPS, WOOD NAILERS AND FIELD TILE NAILER STRIPS: ALL SHOULD BE FOUNDATION GRADE WOOD. MORTAR AND MORTAR COLOR TO MATCH TILES: LUDOWICI DEFINES MORTAR AS ONE PART PORTLAND CEMENT AND FOUR PARTS SAND (TO ASTM SPECIFICATION SPECIFICATION C-270). SILICONE SEALANT OR ADHESIVE: REFER TO SPECIFICATIONS. COLOR TO MATCH ROOF TILES NAILS OR SCREWS: NAILS FOR TILES AND CLEATS MUST BE COPPER OR STAINLESS STEEL, 11 GAUGE MINIMUM, .285"-.312" HEAD MINIMUM AND PROPER LENGTH TO GIVE GOOD PENETRATION. SCREWS MUST BE STAINLESS STEEL OR BRASS, #8 OR #9, WITH A MINIMUM .285"-.312" DIAMETER HEAD. NOTE: EACH FLAT INTERLOCKING FIELD TILE IS PROVIDED WITH (2) TWO FASTENING NAIL HOLES. WHEN INSTALLING FIELD TILES, CARE SHOULD BE TAKEN TO FASTEN EACH TILE WITH NAILS OR SCREWS IN EVERY PROVIDED FASTENING HOLE. FOR A PLYWOOD DECK, USE RING SHANK COPPER NAILS OF THE SPECIFIED LENGTH TO ASSURE GOOD PENETRATION THROUGH UNDER SIDE OF DECK (SEE CHART BELOW). FOR BOARD PLANK DECK, USE SMOOTH SHANK FOR BOARD PLANK DECK, USE SMOOTH SHANK COPPER NAILS OF THE SPECIFIED LENGTH. FASTENERS SHOULD PENETRATE DECK BOARD ". DO NOT PENETRATE UNDERSIDE OF DECK.34". DO NOT PENETRATE UNDERSIDE OF DECK.

AutoCAD SHX Text

CLASSIC 14"

AutoCAD SHX Text

SUBSTRATE

AutoCAD SHX Text

FIELD TILE

AutoCAD SHX Text

HIP

AutoCAD SHX Text

RIDGE

AutoCAD SHX Text

QUIK-TACH BRACKET

AutoCAD SHX Text

HURRICANE CLIP

AutoCAD SHX Text

BOARDS

AutoCAD SHX Text

PLYWOOD

AutoCAD SHX Text 1-3/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2-1/2"

AutoCAD SHX Text

TYPE C

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2-1/2"

AutoCAD SHX Text

TYPE C

1-1/4"

ARCHITECTURAL SITE PLAN1

NORTH

BUILDING 4

PROJECT LOCATION

LAT: 31°21’27.77”

LON: -92°26’19.79”

BUILDING 5 BUILDING 3

BUILDING 9

CONTRACTOR

LAYDOWN AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Revisions: Date:

C : U se rs

\D es kt op

D \2

Tel: (318) 445-6571 Alexandria, LA 71303

1009 Bayou Place

Ballard CLC, Inc.

Architects Engineers Surveyors since 1908since 1908

Fax: (318) 448-0257

BCLC BCLC

FINAL SUBMISSION

JULY 15, 2024

VA Medical Center, Alexandria, LA

FULLY SPRINKLERED

502-21-118

REPLACE ROOF AND WINDOWS

FOR BUILDING 4

Engineers Architects

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

GENERAL NOTES:

SCALE: 116" = 1'-0"

32'0 8' 16'

G-300

ARCHITECTURAL SITE PLAN

Dwg. 4 of 5

AutoCAD SHX Text

VETERANS LOOP

AutoCAD SHX Text

SCALE: " = 1'-0"116" = 1'-0"

AutoCAD SHX Text PROVIDE TEMPORARY COVERED WALKWAY FROM EMERGENCY EXIT TO RAMP. PROVIDE 6'-0" FENCING AT SIDES. 6'-0" WIDE - MINIMUM

AutoCAD SHX Text

CONNECTOR CORRIDOR FROM BUILDING 4 TO BUILDING 3. RE:2/AD100

AutoCAD SHX Text