S02 - Ft Sill - Replace Roof LOPC - 100 Percent CD Combined.pdf

PROJECT

LOCATION

CONTRACTORS ACCESS IS

FROM THE APACHE GATE

GUARD ROAD OFF I-44.

MAP LEGEND

HAUL ROUTE

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

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M

CONSTRUCTION DOCUMENTS

01/18/2023

COVER SHEET

G0.00

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

1 11

Architect, Civil Engineer, Landscape Architect, Mechanical Engineer

FourFront Design Inc.

517 7th Street Rapid City, South Dakota 57701 Phone (605) 342-9470

DESIGN FOR REPLACING THE ROOF AT

THE LAWTON OUTPATIENT CLINIC

VA PROJECT NO. 635-21-119

LAWTON OUTPATIENT CLINIC

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503

VA

U.S DEPARTMENT OF VETERAN'S AFFAIRS

VETERAN'S HEALTH ADMINISTRATION

SHEET INDEX

GENERAL

G0.00 COVER SHEET

G0.01 ABBREVIATIONS, LEGENDS AND SYMBOLS

G0.02 LOCATION MAP / CONTRACTOR STAGING AREA AND ACCESS

ARCHITECTURAL

AD1.00 DEMOLITION ROOF PLAN

A1.90 ROOF PLAN

A1.100 PARTIAL PLANS

A1.101 ROOF DETAILS

A1.102 ROOF DETAILS

A2.00 EXTERIOR ELEVATIONS/KEY PLAN

ELECTRICAL

E 000 ELECTRICAL LEGEND AND ABBREVIATIONS

E 100 ROOF LIGHTNING PROTECTION PLAN

NOT TO SCALE

LOCATION MAP

TRUE

NORTH

N

PLAN

NORTH

N

# POUND OR NUMBER

& AND

@ AT

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALUM ALUMINUM

ANOD ANODIZED

ASD ALTERNATE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BD BOARD

BLK BLOCK

BM BEAM

B.O. BOTTOM OF

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BLDG BUILDING

BYND BEYOND

CAB CABINET

CER CERAMIC

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMPR COMPRESSIBLE

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET TILE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

DBL DOUBLE

DEMO DEMOLISH OR DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DN DOWN

DR DOOR

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR OR ELEVATION

EPDM ETHYLENE PROPYLENE DIENE M-CLASS (ROOFING)

EQ EQUAL

ES EACH SIDE

EXIST. EXISTING

EXP BLT EXPANSION BOLT

EXP JT EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN OR FIRE DEPARTMENT

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FM FILLED METAL

FND FOUNDATION

F.O. FACE OF

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GP GUSSET PLATE

GR GRADE

GYP GYPSUM

HC HOLLOW CORE

HDR HEADER

HEF HORIZONTAL EACH FACE

HI HIGH

HIF HORIZONTAL INSIDE FACE

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

ABBREVIATIONS

R RADIUS

RB RUBBER BASE

RBT RUBBER TILE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCED

REF REFERENCE

REQD REQUIRED

RET RETURN

RM ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

SAB SOUND ATTENUATION BLANKET

SC SOLID CORE

SECT SECTION

SHT SHEET

SIM SIMILAR

SL SPLICE LENGTH

SLC SEALED CONCRETE

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLER OR SPEAKER

SQ SQUARE

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STR STAIR

STRUCT STRUCTURE OR STRUCTURAL

SUP SUPPORT

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

T/D TELEPHONE/DATA

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK OR THICKNESS

TLT TOILET

T.O. TOP OF

T.O.C TOP OF CONCRETE

T.O.F TOP OF FRAMING

T.O.S TOP OF STEEL/STUD

T.O.W TOP OF WALL

TPD TOILET PAPER DISPENSER

TYP TYPICAL

U/S UNDERSIDE

UNO UNLESS NOTED OTHERWISE

US UNDERSIDE

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W/ WITH

WD WOOD

WDW WINDOW

WP WORKING POINT

WRB WEATHER RESISTANT BARRIER

WWF WELDED WIRE FABRIC

FD FLOOR DRAIN OR FIRE DEPARTMENT

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FM FILLED METAL

FND FOUNDATION

F.O.M. FACE OF MASONRY

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GND GROUND

GP GUSSET PLATE

GR GRADE

GYP GYPSUM

HC HOLLOW CORE

HDR HEADER

HEF HORIZONTAL EACH FACE

HI HIGH

HIF HORIZONTAL INSIDE FACE

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS

ID INSIDE DIAMETER

ILO IN LIEU OF

IN INCH

INCL INCLUDE

INSUL INSULATED OR INSULATION

INT INTERIOR

INV INVERT

IRGWB IMPACT RESISTANT GYPSUM WALL BOARD

JST JOIST

JT JOINT

K KIP (1000 POUNDS)

LLV LONG LEG VERTICAL

LP LOW POINT

LVL LEVEL

LW LIGHT WEIGHT

LWC LIGHT WEIGHT CONCRETE

MAS MASONRY

MAX MAXIMUM

MCB METAL CORNER BEAD

MECH MECHANICAL

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURED

MIN MINIMUM

M.O. MASONRY OPENING

MRGWB MOISTURE-RESISTANT GYPSUM WALL BOARD

MTL METAL

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OZ OUNCE

P PAINT

PC PILE CAP

PCC PRE-CAST CONCRETE

PL PLATE

P.LAM PLASTIC LAMINATE

PLUMB PLUMBING

PLY PLYWOOD

PORC PORCELAIN

PNL PANEL

PNT PAINT OR PAINTED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PT POINT

PR PAIR

PROP PROPERTY

PVC POLYVINYL CHLORIDE

THE LIST OF ABBREVIATIONS MAY

CONTAIN ITEMS THAT ARE NOT SHOWN

ON THE DRAWINGS AND DO NOT OCCUR

IN THE PROJECT.

STEEL/METAL

WOOD (ROUGH) BLOCKING OR SHIM

BRICK

GRAVEL

EARTH/ENGINEERED FILL

CONCRETE MASONRY

PLAN AND SECTION

WOOD (ROUGH)

ACOUSTIC CEILING TILE

GYPSUM BOARD

CEILING

CONCRETE

ELEVATION

CENTER LINE

LINE SYMBOLS

GRID LINE

PROPERTY LINE

CUT LINE

BATT INSULATION

WOOD SUBSTRATE

RIGID INSULATION

MATERIAL LEGEND

WM - WALK OFF MAT

EF - EPOXY FLOORING (TROWELED)

FLOORING

BID ALTERNATE

CPT - CARPET

CONC - CONCRETE

PT - PORCELAIN TILE

FIBER CEMENT PANEL SIDING

CORRUGATED METAL PANEL

STANDING SEAM METAL ROOF/

SIDING PANEL

SPRAY FOAM INSULATION

Room name

1t

VIEW NAME

1/8" = 1'-0"1 DRAWING TITLE

SCALE

BUILDING SECTION

DIRECTION OF SIGHT

DRAWING NUMBER

SHEET NUMBER

WALL SECTION

DETAIL CUT

A101

DETAIL CALLOUT

A101

A101

A101

A101

DIRECTION OF SIGHT

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

EXTERIOR/INTERIOR

ELEVATION

DRAWING NUMBER

DIRECTION OF SIGHT

SHEET NUMBER

ROOM TAG

ROOM NAME

ROOM NUMBER

KEYNOTE TAG

5-04

KEYNOTE DESIGNATION

101 DOOR TAG

DOOR NUMBER

1i

PARTITION TAG

WALL DESIGNATION

WINDOW TAG

WINDOW DESIGNATION

ELEVATION MARKER

HEIGHT

NAME

ELEVATION

ARCHITECTURAL SYMBOLS

HEIGHT DESIGNATION(8'-0")

XX

EQUIPMENT TAG

EQUIPMENT NUMBER

XXXXX

FURNISHING TAG

FURNISHING NUMBER

V.A. SYMBOLS

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE RESISTIVE RATED LINE, 3 HOUR

FIRE RESISTIVE RATED LINE, 4 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

V V ITEM - VA SUPPLIED AND INSTALLED

VC ITEM - VA SUPPLIED AND CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED AND INSTALLED

A

COLUMN GRID

DIMENSION LINE

NORTH ARROW

CL CENTER LINE

LEGEND NOTES:

1. THESE LEGENDS ARE COMPOSED OF STANDARD

SYMBOLS AND ARE PERNTINENT TO THE CONDITIONS ON

THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR OTHER LEGENDS MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON

THIS SHEET.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

:3

:4

P

M

CONSTRUCTION DOCUMENTS

01/18/2023

ABBREVIATIONS, LEGENDS AND

SYMBOLS

G0.01

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

2 11

PROJECT

LOCATION

LAWTON OUTPATIENT

CLINIC ADDITION - AREA IS NOT IN

THE SCOPE OF WORK.

CONTRACTOR WORK

AREA AND CONSTRUCTION

FENCE LOCATION

CONTRACTOR JOB

ACCESS POINT AND

GATE LOCATION

ROOF ACCESS AND DISCHARGE

OF CONSTRUCTION DEBRIS WILL BE

FROM THIS SIDE

CONTRACTOR HAUL

ROUTE

SEE OVERALL SITE PLAN

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

MAP LEGEND

TEMPORARY

CONSTRUCTION SAFETY

FENCE.

HAUL ROUTE

DEBRIS DISCHARGE

EMERGENCY ROUTE

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

:3

:4

P

M

CONSTRUCTION DOCUMENTS

01/18/2023

LOCATION MAP / CONTRACTOR

STAGING AREA AND ACCESS

G0.02

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

3 11

NOT TO SCALE

LOCATION MAP / CONTRACTOR STAGING AREA AND ACCESS

TRUE

NORTH

PLAN

NORTH

N

GENERAL NOTES:

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

DEMOLITION LEGEND:

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

02-0702-07

02-0702-07

02-0702-07

07-9707-9707-9707-97

07-97

07-97

07-97 07-97

07-97

07-97

07-97

07-97

02-22

02-22

02-61

02-61

02-61

02-61

02-61

02-61

02-61

02-61

02-61

02-61

02-61

02-31

02-34

02-33 02-33 02-33 02-33

02-35

02-32

02-31

02-31

02-32

02-32

02-32

02-31

02-31

02-31

02-31

02-31

02-31

02-31

02-31

07-84

07-97

07-95

07-95

07-9507-95

07-95

07-95

07-95

07-95

07-95

07-95

07-0807-08

SLOPESLOPE

S L O

P E

S L O

P E

07-09

07-10

02-33 02-33

07-95

02-33 02-33

02-61

07-95

07-95

07-95

02-33

02-33

02-0602-06

02-0602-06

02-0602-06

02-0602-06

SEE PROJECT LOCATION

MAP FOR CONTRACTOR

LOADING/UNLOADING

AREA.

07-11

02-23

UNDER UNIT COST 1: THE CONTRACTOR WILL PROVIDE FOR 3,000 SF

OF MATCHING ROOF DECKING, FOR REPLACEMENT OF DETERIORATED

DECKING FOUND DURING DEMOLITION, IN THE BASE BID PRICE.

WHEN DETERIORATED DECKING IS DISCOVERED THE CONTRACTOR

WILL CONTACT THE COR, DOCUMENT THE DETERIORATED DECKING

AND UPON THE COR APPROVAL, REPLACE THE DETERIORATED DECK

WITH NEW.

DOCUMENTATION WILL INCLUDE DATE OF DISCOVERY AND APPROVAL,

APPROXIMATE LOCATION OF THE DETERIORATED DECK (LOCATION

FROM 2 MARKERS), APPROXIMATE SF OF REPLACED DECKING,

PHOTOGRAPHS OF THE DETERIORATED DECKING AND OF THE

DECKING WHEN REPLACED. DECKING CAN BE REPLACED IN FULL

SHEETS OR PARTIAL SHEETS, AS THE EXISTING CONSTRUCTION

ALLOWS. REPLACEMENT WILL BE LOCATED IN THE AS-BUILT

DOCUMENTS.

AT THE END OF THE PROJECT, THE UNIT COST WILL PROVIDE FOR

ACCOUNTING OF DECKING NOT USED, OR DECKING REQUIRED ABOVE

THE PRESCRIBED AMOUNT.

UNIT COST INFORMATION:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

:3

:4

P

M

CONSTRUCTION DOCUMENTS

01/18/2023

DEMOLITION ROOF PLAN

AD1.00

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

4 11

GENERAL NOTES:

KEYNOTES:

02-06 REMOVE EXISTING ROOF MEMBRANE BALLAST AND

MEMBRANE, AND RIGID INSULATION SYSTEM TO THE

EXISTING SLOPING METAL ROOF DECK.

02-07 REMOVE EXISTING ROOF MEMBRANE BALLASTS AND

MEMBRANE, AND RIGID INSULATION SYSTEM TO

EXISTING FLAT METAL ROOF DECK.

02-22 DEMO EXISTING ALUMINUM SKYLIGHTS, RAISED

CURB TO REMAIN TYP.

02-23 DEMO EXISTING STEEL STRUCTURE IN ITS ENTIRETY,

TO SUPPORTING STRUCTURE BELOW,INCLUDING

SIDE WALLS AND ALUMINUM SKYLIGHT CAGE.

02-31 REMOVE EXISTING PARAPET WALL CONTERFLASHING

AND WALL CAP, TYP.

02-32 REMOVE EXISTING END WALL CAP, TYP.

02-33 EXISTING SCUPPER SEE ROOF PLAN AND DETAILS.

02-34 REMOVE EXISTING HOUSING AND CAP FOR PVC

PIPING, SEE DETAIL AND PHOTOGRAPH.

02-35 REMOVE EXISTING SATELLITE DISH AND THE

CONCRETE BLOCK BASE, ALL WIRING AND CONDUIT

BACK TO ITS SOURCE.

02-61 EXISTING MECHANICAL EQUIPMENT TO RESET ON

NEW CURBS.

07-08 EXISTING CLINIC ADDITION - NO WORK HERE OTHER

THAN THE CONNECTION OF THE NEW LIGHTNING

PROTECTION SYSTEM TO THIS SYSTEM. SEE

LIGHTNING PROTECTION PLAN. NO ACCESS TO THIS

ROOF SURFACE IS ALLOWED.

07-09 EXISTING STANDING SEAM METAL ROOF CANOPY -

NO WORK HERE OTHER THAN THE DISMANTELING

AND RECONSTRUCTION OF THE NEW LIGHTNING

PROTECTION SYSTEM. SEE LIGHTNING PROTECTION

PLAN.

07-10 SEE PARTIAL ROOF FRAMING PLAN AND PARTIAL

INTERIOR PLAN AND PARTIAL REFLECTED CEILING

PLAN FOR GROUND LEVEL WORK IN THIS AREA.

07-11 EXISTING ROOF HATCH TO BE REMOVED AND SET ON

NEW CURBS.

07-84 PROTECT EXISTING AIR HANDLING EQUIPMENT FROM

CONSTRUCTION DAMAGE AND AIRBORN DUST

INTAKE. UNIT WILL REMAIN OPERATIONAL AT ALL

TIMES.

07-95 EXISTING VENT THROUGH ROOF, SEE ROOF PLAN

AND DETAILS FOR MODIFICATIONS.

07-97 EXISTING ROOF DRAINS TO REMAIN. EXTEND DRAIN

FOR HIGHER ELEVATION CONNECTION. REPLACE

DRAIN CAP WHERE MISSING, DAMAGED OR LOCKING

BRACKETS ARE MISSING.

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE

PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS AND

PROPOSED CONDITIONS.

2. THE DEMOLITION PLAN INDICATES GENERAL INFORMATION AND

INTENT. THE CONTRACTOR SHALL COORDINATE DEMOLITION

WITH NEW CONSTRUCTION TO ENSURE QUALITY OF FINAL

PRODUCT.

3. DASHED LINES INDICATE EXTENT OF DEMOLITION INCLUDING

THE FOLLOWING: RIGID AND TAPERED INSULATION SYSTEMS,

BALLASTED MEMBRANE ROOF, SKYLIGHT STRUCTURES,

SKYLIGHT FRAMING SYSTEM AT EXG AHU, PERIMETER PARAPET

COUNTERFLASHING AND WALL CAP.

4. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY VA COR IMMEDIATELY

OF ANY CONFLICTS OR DISCREPANCIES.

5. THE GENERAL CONTRACTOR SHALL INSPECT AND FIELD VERIFY

EXISTING CONDITIONS PRIOR TO COMMENCING WORK,

INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT

DURING DEMOLITION, CUTTING OR PATCHING. VERIFY

OPERATION OF ALL ROOF TOP MECHANICAL UNITS AND

REPORT THE SAME TO THE VA COR.

6. MATERIAL PRODUCT FROM DEMOLITION SHALL BECOME THE

PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR WITH

THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN

THE PLANS OR VERBALLY REQUESTED BY THE VA COR TO BE

RETAINED BY THE VA.

7. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE

RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

DISPOSED OF LAWFULLY.

8. DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE ON A

DAILY BASIS. COORDINATE WITH THE VA COR FOR

IDENTIFICATION AND TRANSFER OF ANY ITEMS THAT NEED TO

BE SALVAGED.

9. UPON ENCOUNTERING UNFORESEEN CONDITIONS DURING

REMODEL WORK, THE CONTRACTOR SHALL NOTIFY THE VA

COR BEFORE PROCEEDING AND IF REQUIRED, TEMPORARY

ENCLOSURE UNTIL WORK CAN PROCEED.

10. THE CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION

INCLUDING INTERIOR FINISHES AND STRUCTURES EXPOSED BY

THE DEMOLITION OF THE SKYLIGHTS. DAMAGE TO EXISTING

CONSTRUCTION SHALL BE REPAIRED TO EXISTING OR BETTER

CONDITION.

11. SOLID SHADED (GRAY) REGIONS DEPICT EXISTING

CONSTRUCTION TO REMAIN. SEE NOTES FOR ASSOCIATED

WORK.

12. REMOVE EXG LIGHTNING PROTECTION SYSTEM IN ITS

ENTIRETY, INCLUDING WHERE THE SYSTEM IS INSTALLED ON

THE EXISTING METAL CANOPY STRUCTURE AND SKYLIGHT

SYSTEM. SEE LIGHTING PROTECTION SYSTEM PLAN.

13. RESET ALL ROOF TOP MOUNTED MECHANICAL EQUIPMENT,

INCLUDING ROOF HATCH, REMOVE EXG CURB STRUCTURES

USING NEW CURBS, SEE DETAILS.

14. ROOF STRUCTURE AND RTU'S ARE SHOWN APPROXIMATELY

WHERE THEY CURRENTLY EXIST, VERIFY ALL LOCATIONS.

1/8" = 1'-0"

DEMOLITION ROOF PLAN

TRUE

NORTH

PLAN

NORTH

RD ROOF DRAIN

OD OVERFLOW DRAIN

ROOF INSULATION SLOPE

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

INTAKE/EXHAUST HOOD

EXHAUST FAN

ROOF LEGEND:

SC OVERFLOW SCUPPER HEAD

LIGHTNING PROTECTION AIR TERMINAL

(SEE ELECTRICAL)

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

ROOF

VENT

ROOF

VENT

ROOF

VENTROOF

VENT

ROOF

VENT

ROOF

VENT

ROOF

VENT

ROOF

VENT

ROOF

VENT

INTAKE

HOOD

INTAKE

HOOD

ROOF

VENT

EXHAUST

FAN

EXHAUST

FAN

ROOF

VENT

EXHAUST

FAN

ROOF

VENT

RD

RD

OD

RD

ROOF

VENT

EXHAUST

FAN

MIN R25 - 1/4"

PLF INSULATION

PENTHOUSE

LOUVER

EXHAUST

FAN

RDRD

RD

RD

RD RD RD RD

EXHAUST

FAN

A/C

UNIT

ROOF

VENT

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

SLOPE SLOPE

SLOPE

SLOPE

SLOPE

SLOPESLOPESLOPE

SLOPE

SLOPESLOPESLOPE

S

LO

P E

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

1/4" PLF

EXHAUST FAN

RD

S

LO

P E

SLOPE SLOPE

SLOPESLOPE

SLOPESLOPE

S L O

P E

S L O

P E

07-10

A1.102

TYP.

A1.102

TYP.

A1.102

TYP.

A1.102

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.4

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP. 2

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

SEE PROJECT LOCATION

MAP FOR CONTRACTOR

LOADING/UNLOADING

AREA.

SCSCSCSC

SC

SC

SC SC

SC SC

SC

/4

P

L F

/4

P

L F

1/4" PLF

1/4" PLF

/4

P

L F

/4

P

L F

1/4" PLF

07-06

MIN R25 - 1/4"

PLF INSULATION

MIN R25 - 1/4"

PLF INSULATION

MIN R25 - 1/4"

PLF INSULATION

MIN R25 - 1/4"

PLF INSULATION

MIN R25 - 1/4"

PLF INSULATION

07-0807-08

07-24 07-06

26-02

26-02

26-02

26-02

26-02

26-02

26-02

26-02

26-02

07-06

07-12

07-12

07-12

07-12

07-12

07-12

07-12

07-12

07-12

07-12 07-12

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

A1.101

TYP.

UNDER UNIT COST 1: THE CONTRACTOR WILL PROVIDE FOR 3,000 SF

OF MATCHING ROOF DECKING, FOR REPLACEMENT OF DETERIORATED

DECKING FOUND DURING DEMOLITION, IN THE BASE BID PRICE.

WHEN DETERIORATED DECKING IS DISCOVERED THE CONTRACTOR

WILL CONTACT THE COR, DOCUMENT THE DETERIORATED DECKING

AND UPON THE COR APPROVAL, REPLACE THE DETERIORATED DECK

WITH NEW.

DOCUMENTATION WILL INCLUDE DATE OF DISCOVERY AND APPROVAL,

APPROXIMATE LOCATION OF THE DETERIORATED DECK (LOCATION

FROM 2 MARKERS), APPROXIMATE SF OF REPLACED DECKING,

PHOTOGRAPHS OF THE DETERIORATED DECKING AND OF THE

DECKING WHEN REPLACED. DECKING CAN BE REPLACED IN FULL

SHEETS OR PARTIAL SHEETS, AS THE EXISTING CONSTRUCTION

ALLOWS. REPLACEMENT WILL BE LOCATED IN THE AS-BUILT

DOCUMENTS.

AT THE END OF THE PROJECT, THE UNIT COST WILL PROVIDE FOR

ACCOUNTING OF DECKING NOT USED, OR DECKING REQUIRED ABOVE

THE PRESCRIBED AMOUNT.

UNIT COST INFORMATION:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

:3

:3

P

M

CONSTRUCTION DOCUMENTS

01/18/2023

ROOF PLAN

A1.90

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

5 11

GENERAL NOTES:

1/8" = 1'-0"

ROOF PLAN

TRUE

NORTH

PLAN

NORTH

N

KEYNOTES:

07-06 PROVIDE INSULATION CRICKET AT HIGH SIDE TO

DIVERT RUNOFF.

07-08 EXISTING CLINIC ADDITION - NO WORK HERE OTHER

THAN THE CONNECTION OF THE NEW LIGHTNING

PROTECTION SYSTEM TO THIS SYSTEM. SEE

LIGHTNING PROTECTION PLAN. NO ACCESS TO THIS

ROOF SURFACE IS ALLOWED.

07-10 SEE PARTIAL ROOF FRAMING PLAN AND PARTIAL

INTERIOR PLAN AND PARTIAL REFLECTED CEILING

PLAN FOR GROUND LEVEL WORK IN THIS AREA.

07-12 EXTEND THIS AND ALL ROOF MOUNTED ITEMS PER

THE SHEET SPECIFIC NOTES BELOW.

07-24 RE-INSTALL EXISTING ROOF HATCH.

26-02 REFERENCE ELECTRICAL FOR LIGHTNING

PROTECTION TERMINALS AND CABLE.

SHEET SPECIFIC NOTES:

1. RESET ALL ROOF TOP MOUNTED EQUIPMENT ON NEW CURBS,

MINIMUM HEIGHT 12" ABOVE THE NEW ROOF MEMBRANE

SURFACE. RECONNECT TO EXG SYSTEM, EXTENDING DUCT

WORK OR REINSTALLING ELECTRICAL, GAS, AND PLUMBING

CONNECTIONS TO UNIT FOR FINISHED ASSEMBLY AS BEFORE.

2. RESET EXG ROOF HATCH ON NEW CURBS, MINIMUM HEIGHT 12"

ABOVE THE ADJACENT NEW ROOF SURFACE.

3. EXTEND EXG ROOF VENTS MINIMUM HEIGHT 12" ABOVE THE

ADJACENT NEW ROOF SURFACE, REFLASH PER DETAIL.

4. PER THE UNIT COST INFERMATION BELOW, REPAIR DAMAGED

METAL ROOF DECK WITH SAME DECKING, WELD CONNECTIONS

AND OVERLAPS AS SPECIFIED.

5. INSTALL NEW LIGHTNING PROTECTION SYSTEM, TIE TO

REMAINING SYSTEM ON THE CLINIC ADDITION. SEE PROTECTION

SYSTEM PLAN.

6. DO NOT DEMOLISH ROOFING BEYOND WHAT CAN BE

RECONSTRUCTED OR PROTECTED IN THAT WORK DAY, PROVIDE

TEMPORARY CONNECTION TO ADJACENT ROOFING TO

WEATHERPROOF THE BUILDING.

CONFERENCE

VESTIBULE

WAITING

MEN

VOLUNTEER

ESCORT

WHEELCHAIR

C00

RECEPTION

OFFICE

OFFICE 112

SEC/WAITING

LABORATORY

BLOOD COLL.

WOMEN

CONCOURSE

TOILET

CLOSET

PASSAGE

C142

OFFICE

SCHEDULING

PASSAGE

C141

MAIL & REPRO.

PASSAGE

C140

REVIEW/

RECORDS

CLERKS

TRIAGE

NURSING

SECRETARY

CLERK

CORRIDOR

C001B

CORRIDOR

C001A

WAITING

140D WAITING

140B

NURSE STATION

SOUTH

SKYLIGHT

ABOVE

NORTH

SKYLIGHT

ABOVE

PHASE 1

1. THE GENERAL CONTRACTOR WILL

COORDINATE A 3 DAY PERIOD WITH THE COR

TO ACCOMPLISH THE WORK OUTLINED HERE.

2. THE CLINIC STAFF WILL REMOVE ALL

FURNISHINGS, EQUIPMENT AND ASSOCIATED

WORK ITEMS FROM THIS AREA BEFORE THE

GENERAL CONTRACTOR TAKES CONTROL

FOR PURPOSES OF THIS WORK.

3. THE GENERAL CONTRACTOR WILL PROTECT

ADJACENT AREAS BY INSTALLING DUST

PROOF ENCLOSURES AND OPERATE UNDER

AN APPROVED ICRA PLAN.

4. THE GENERAL CONTRACTOR WILL REMOVE

THE EXISTING SKYLIGHT, INSTALL THE NEW

STRUCTURAL STEEL AND ROOF METAL

DECKING DURING THIS PHASE.

5. ADDITIONAL WORK TO BE COMPLETED BY

THE GENERAL CONTRACTOR MAY BE

ACCOMPLISHED DURING THIS PHASE, OR,

MAY BE ACCOMPLISHED DURING THE

WORKING HOURS OUTSIDE OF THIS PHASE.

THAT WORK WILL INCLUDE, PAINTING OF THE

SOFFIT PERIMETER, NEW ACT CEILING, NEW

ROOF INSULATION AND MEMBRANE. ALL

INTERIOR WORK WILL BE COMPLETED AFTER

HOURS OR WEEKENDS. UNTIL THE

PERMANENT ROOF SYSTEM IS INSTALLED

THE GENERAL CONTRACTOR WILL BE

RESPONSIBLE FOR KEEPING THIS AREA

WEATHER TIGHT.

6. THE GENERAL CONTRACTOR WILL HAVE

REMOVED ALL TEMPORARY PARTITIONS,

CLEAN DOWN THE SPACE AS WELL AS HAVE

PROVIDED FOR THE ICRA CLOSE OUT PRIOR

TO THE CLINIC STAFF TAKING OVER THE

SPACE FOR NORMAL OPERATIONS THAT

MONDAY MORNING.

PHASE 2

1. THE GENERAL CONTRACTOR WILL

COORDINATE A 3 DAY PERIOD WITH THE COR

TO ACCOMPLISH THE WORK OUTLINED

HERE.

2. THE CLINIC STAFF WILL REMOVE ALL

FURNISHINGS, EQUIPMENT AND ASSOCIATED

WORK ITEMS FROM THIS AREA BEFORE THE

GENERAL CONTRACTOR TAKES CONTROL

FOR PURPOSES OF THIS WORK.

3. THE GENERAL CONTRACTOR WILL PROTECT

ADJACENT AREAS BY INSTALLING DUST

PROOF ENCLOSURES AND OPERATE UNDER

AN APPROVED ICRA PLAN.

4. THE GENERAL CONTRACTOR WILL REMOVE

THE EXISTING SKYLIGHT, INSTALL THE NEW

STRUCTURAL STEEL AND ROOF METAL

DECKING DURING THIS PHASE.

5. ADDITIONAL WORK TO BE COMPLETED BY

THE GENERAL CONTRACTOR MAY BE

ACCOMPLISHED DURING THIS PHASE, OR,

MAY BE ACCOMPLISHED DURING THE

NORMAL WORKING HOURS OUTSIDE OF THIS

PHASE. THAT WORK WILL INCLUDE,

PAINTING OF THE SOFFIT PERIMETER, NEW

ACT CEILING, NEW ROOF INSULATION AND

MEMBRANE. ALL INTERIOR WORK WILL BE

COMPLETED AFTER HOURS OR WEEKENDS.

UNTIL THE PERMANENT ROOF SYSTEM IS

INSTALLED THE GENERAL CONTRACTOR

WILL BE RESPONSIBLE FOR KEEPING THIS

AREA WEATHER TIGHT.

6. THE GENERAL CONTRACTOR WILL HAVE

REMOVED ALL TEMPORARY PARTITIONS,

CLEAN DOWN THE SPACE AS WELL AS HAVE

PROVIDED FOR THE ICRA CLOSE OUT PRIOR

TO THE CLINIC STAFF TAKING OVER THE

SPACE FOR NORMAL OPERATIONS THAT

MONDAY MORNING.

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

CONFERENCE

VESTIBULE

WAITING

MEN

VOLUNTEER

ESCORT

WHEELCHAIR

C00

RECEPTION

OFFICE

OFFICE 112

SEC/WAITING

LABORATORY

BLOOD COLL.

WOMEN

CONCOURSE

TOILET

CLOSET

PASSAGE

C142

OFFICE

SCHEDULING

PASSAGE

C141

MAIL & REPRO.

PASSAGE

C140

REVIEW/

RECORDS

CLERKS

TRIAGE

NURSING

SECRETARY

CLERK

CORRIDOR

C001B

CORRIDOR

C001A

WAITING

140D WAITING

140B

NURSE STATION

109' - 0"

110' - 0"

NEW 2x2 GRID

ACT CEILING

PARTIAL HEIGHT

WALL BELOW

NEW 2x2 GRID

ACT CEILING

PHASE 2

PHASE 2

4 5

C.4

D

D.4

E

F

EXISTING W8X24

EXISTING W8X24

EXISTING W8X24

EXISTING W8X24

EXISTING W10X45

EXISTING W10X45

EXISTING W10X45

EXISTING W10X45

EXISTING

W14X61/C15X33.9

ALL FOUR SIDES

EXISTING

W14X61/C15X33.9

ALL FOUR SIDES

A1.102

TYP.

A1.102

TYP.

A1.102

TYP.

A1.102

TYP.

W12X14 STRUCTURAL

BEAMS, 3 EQUAL

SPACES. TYP.

PHASE 1

PHASE 1

W12X14 STRUCTURAL

BEAMS, 3 EQUAL

SPACES. TYP.

05-02

05-02

PHASING GENERAL NOTES:

PHASE A: PROVIDES FOR THE TOTALITY OF THE WORK DESCRIBED IN THESE

DOCUMENTS WITH THE EXCLUSION OF THE WORK DESCRIBED IN PHASE 1

AND PHASE 2 BELOW. THIS WORK CAN RUN CONCURRENT WITH EITHER

PHASE.

PHASE 1: PROVIDES FOR THE WORK DESCRIBED IN THE NOTES ABOVE FOR

THE WORK INVOLVED WITH THE NORTH SKYLIGHT. THE PRIMARY WORK

DESCRIBED WILL BE COMPLETED IN THE 3 DAY WORK PERIOD APPROVED.

PHASE 2: PROVIDES FOR THE WORK DESCRIBED IN THE NOTES ABOVE FOR

THE WORK INVOLVED WITH THE SOUTH SKYLIGHT. THE PRIMARY WORK

DESCRIBED WILL BE COMPLETED IN THE 3 DAY WORK PERIOD APPROVED.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

:3

:4

P

M

CONSTRUCTION DOCUMENTS

01/18/2023

PARTIAL PLANS

A1.100

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

6 11

1/8" = 1'-0"

PARTIAL INTERIOR FLOOR PLAN

GENERAL NOTES:

TRUE

NORTH

PLAN

NORTH

N

N 1/8" = 1'-0"

PARTIAL REFLECTED CEILING PLAN

TRUE

NORTH

PLAN

NORTH

N

N 1/8" = 1'-0"

PARTIAL ROOF FRAMING PLAN

TRUE

NORTH

PLAN

NORTH

N

N

SHEET SPECIFIC NOTES:

1. INSTALL NEW 2X2 ACT CEILING SYSTEM WHERE SKYLIGHTS

WERE REMOVED, INSTALL AT CEILING HEIGHT AS NOTED.

KEYNOTES:

05-02 3NL-22 GA. (PAINTED) METAL RF DECK, ATTACH W/

5/8" DIA. PUDDLE WELDS IN A SDI 32/3 PATTERN, (3)

#10 SIDELAP SCREWS PER SPAN.

EXISTING/DEMOLITION - CURB NEW CONSTRUCTION - CURB

REMOVE EXISTING RIGID

INSULATION TO THE

METAL DECK TYP.

REMOVE EXISTING

BALLAST AND MEMBRANE

SYSTEM, TYP.

REMOVE ALL CANT STRIPS, TYP.

REMOVE ALL EXISTING WALL

CAPS, INCLUDING SIDEWALL

CAPS, TYP.

REPLACE METAL DECKING AS

PROVIDED FOR UNDER THE

PROVISIONS OF THE METAL

DECKING UNIT COST

1/2" COVER BOARD, TYP.

FULLY ADHERED, REINFORCED

PVC MEMBRANE, TYP.

PT WD BLKG AS REQUIRED, TYP.

WRAP MEMBRANE OVER PARAPET

CAP, SECURE WITH TERM BAR, TYP.

4" RIGID ROOF DECK

INSULATION - MIN R25,

TYP.

MEMBRANE FLASHING, TYP.

PREFINISHED MTL FLASHING CAP, TYP.

NOTE:

REFERENCE THE UNIT PRICE

DIRECTION FOR ALL EXISTING

METAL ROOF DECKING

INCLUDED IN THIS PROJECT

EXISTING/DEMOLITION - ROOF DRAIN

HIGH, EXISTING SCUPPER HEAD LOCATION

NEW CONSTRUCTION - ROOF DRAIN

REPLACE METAL DECKING AS

PROVIDED FOR UNDER THE

PROVISIONS OF THE METAL

DECKING UNIT COST

REMOVE EXISTING PREFINISHED METAL

WALL CAP, TYP.

REMOVE EXISTING WALL FLASHING

MEMBRANE, TYP.

RESET EXISTING DRAIN BODY, PROVIDE NEW

DRAIN CAP WERE MISSING, TYP.

REMOVE EXISTING SCUPPER FLASHING AND

FACE, TYP.

REMOVE EXISTING BALLAST, TYP.

REMOVE EXISTING MEMBRANE AND

INSULATION TO TOP OF METAL DECKING,

TYP.

WRAP MEMBRANE OVER PARAPET

CAP, TYP.

MEMBRANE FLASHING, TYP.

PREFINISHED MTL FLASHING

CAP, TYP.

NEW 4" RIGID INSULATION, TYP.

TAPERED 1":12" RIGID INSULATION, TYP.

NEW 1/2" COVER BOARD, TYP.

NEW FULLY ADHERED, REINFORCED PVC

MEMBRANE, TYP.

EXTEND EXISTING DRAIN BODY AS REQUIRED

TO NEW ROOF INSULATION, TYP.

NEW PREFINISHED METAL SCUPPER

FLASHING, FACING AND DRIP, TYP.

NEW THRUWALL

MEMBRANE FLASHING

ONE PIECE PRE-FINISHED METAL FRAME

AROUND SCUPPER WITH CONCEALED

FASTENERS. SIZE OF FRAME ON ALL FOUR

SIDES TO MATCH EXISTING. FINISH TO MATCH

PE-FINISHED ROOF FLASHING.

NOTE:

REFERENCE THE UNIT PRICE

DIRECTION FOR ALL EXISTING

METAL ROOF DECKING

INCLUDED IN THIS PROJECT

EXISTING HIGH SCUPPER

OPENING, TYP.

SEALANT, TYP.

INSTALL APPROPRIATE SEALANT

(E.G., POLYURETHANE) AND TOOL

TO FACILITATE WATER RUNOFF

SHEET-METAL SCUPPER SOLDERED/WELDED

SECURE TO WALL.

MEMBRANE FLASHING SHEET

ADHERED TO BACKER, MOP. OR

COLD-APPLIED

CLEAT

SEALANT

TERMINATION BAR EXTEND

PAST OPENING

NOTE:

PREFINISHED METAL TO

MATCH EXISTING. ALSO MATCH

NEW FLASHING. SIZE TO

MATCH THE EXISTING

SCUPPER FRAME BEING

REMOVED TO COVER AND

DISCOLORATION OF THE

CONCRETE.

AXONOMETRIC SCUPPER

FLASHING DETAIL, TYP.

EXISTING/DEMOLITION - ROOF HATCH NEW CONSTRUCTION - ROOF HATCH

REMOVE EXISTING

BALLAST AND

MEMBRANE SYSTEM,

TYP.

REMOVE EXISTING

RIGID INSULATION TO

THE METAL DECK, TYP.

REPLACE METAL DECKING

AS PROVISIONS OF THE

METAL DECKING UNIT

COSTS.

NOTE:

REFERENCE THE UNIT PRICE

DIRECTION FOR ALL EXISTING

METAL ROOF DECKING

INCLUDED IN THIS PROJECT

4" RIGID ROOF DECK

INSULATION - MIN. R25,

TYP.

1/2" COVER BOARD,

TYP.

FULLY ADHERED,

REINFORCED PVC

MEMBRANE, TYP.

PT WD BLOCKING AS

REQUIRED, TYP.

EXISTING/DEMOLITION - CURB NEW CONSTRUCTION - CURB

DOCUMENT OPERATION OF ALL ROOF

TOP EQUIPMENT BEFORE AND AFTER

OPERATIONS WITH VA COR.

REMOVE ALL CANT STRIPS, TYP.

REMOVE EXISTING BALLAST AND

MEMBRANE SYSTEMS, TYP.

REMOVE EXISTING RIGID INSULATION

TO THE METAL DECK, TYP.

REPLACE METAL DECKING AS PROVIDED

FOR UNDER THE PROVISIONS OF THE

METAL DECKING UNIT COST.

DOCUMENT OPERATION OF ALL ROOF

TOP EQUIPMENT BEFORE AND AFTER

OPERATIONS WITH VA COR.

PT WD BLOCKING AS REQUIRED, TYP.

FULLY ADHERED, REINFORCED

PVC MEMBRANE, TYP.

1/2" COVER BOARD, TYP.

INSULATION - MIN R25, TYP.

EXTEND OR PROVIDE NEW CURBS SO

EQUIPMENTS SITS MIN 12" ABOVE

ADJACENT ROOF SURFACE, TYP.

NOTE:

REFERENCE THE UNIT PRICE

DIRECTION FOR ALL EXISTING

METAL ROOF DECKING

INCLUDED IN THIS PROJECT

FULLY ADHERED, REINFORCED

PVC MEMBRANE, TYP.

16 GAGE METAL FLASHING.

WOOD BLOCKING & FRAMING

RIDGED INSULATION BETWEEN ALL

FRAMING

16 GAGE METAL

EXISTING/DEMOLITION - VENT PENETRATION NEW CONSTRUCTION - VENT PENETRATION

REPLACE METAL DECKING AS

PROVIDED FOR UNDER THE

PROVISIONS OF THE METAL

DECKING UNIT COST.

REMOVE EXISTING RIGID

INSULATION TO THE

METAL DECK, TYP.

REMOVE EXISTING

BALLAST AND MEMBRANE

SYSTEMS, TYP.

REMOVE EXISTING VENT

PIPE FLASHING, TYP.

REMOVE EXISTING RIGID

INSULATION TO THE

METAL DECK, TYP.

REMOVE EXISTING

BALLAST AND MEMBRANE

SYSTEMS, TYP.

REMOVE EXISTING VENT

PIPE FLASHING, TYP.

NOTE:

REFERENCE THE UNIT PRICE

DIRECTION FOR ALL EXISTING

METAL ROOF DECKING

INCLUDED IN THIS PROJECT

4" RIGID ROOF DECK INSULATION -

MIN R25, TYP.

FULLY ADHEARED, REINFORCED

PVC MEMBRANE, TYP.

MEMBRANE FLASHING,

TYP.

NEW VENT PIPE

FLASHING, TYP.

EXTEND VENT PIPE TO MIN.

12" ABOVE ADJACENT

ROOF SURFACE, TYP.

4" RIGID ROOF DECK INSULATION -

MIN R25, TYP.

FULLY ADHEARED, REINFORCED

PVC MEMBRANE, TYP.

MEMBRANE FLASHING,

TYP.

NEW VENT PIPE

FLASHING, TYP.

EXTEND VENT PIPE TO MIN.

12" ABOVE ADJACENT

ROOF SURFACE, TYP.

EXISTING/DEMOLITION - ROOF DRAIN

LOW, EXISTING SCUPPER HEAD LOCATION

NEW CONSTRUCTION - ROOF DRAIN

REPLACE METAL DECKING AS

PROVIDED FOR UNDER THE

PROVISIONS OF THE METAL

DECKING UNIT COST

REMOVE EXISTING PREFINISHED METAL

WALL CAP, TYP.

REMOVE EXISTING WALL FLASHING

MEMBRANE, TYP.

RESET EXISTING DRAIN BODY, PROVIDE NEW

DRAIN CAP WERE MISSING, TYP.

REMOVE EXISTING SCUPPER FLASHING AND

FACE, TYP.

REMOVE EXISTING BALLAST, TYP.

REMOVE EXISTING MEMBRANE AND

INSULATION TO TOP OF METAL DECKING,

TYP.

WRAP MEMBRANE OVER PARAPET

CAP, TYP. MEMBRANE FLASHING, TYP.

PREFINISHED MTL FLASHING

CAP, TYP.

NEW 4" RIGID INSULATION, TYP.

TAPERED RIGID INSULATION, TYP.

NEW FULLY ADHERED, REINFORCED PVC

MEMBRANE, TYP.

EXTEND EXISTING DRAIN BODY AS REQUIRED

TO NEW ROOF INSULATION, TYP.

NOTE:

REFERENCE THE UNIT PRICE

DIRECTION FOR ALL EXISTING

METAL ROOF DECKING

INCLUDED IN THIS PROJECT

NEW PREFINISHED METAL SCUPPER

FLASHING, FACING AND DRIP, TYP.

NEW THRUWALL

MEMBRANE FLASHING

ONE PIECE PRE-FINISHED METAL FRAME

AROUND SCUPPER WITH CONCEALED

FASTENERS. SIZE OF FRAME ON ALL FOUR

SIDES TO MATCH EXISTING. FINISH TO

MATCH PE-FINISHED ROOF FLASHING.

EXISTING LOW SCUPPER

OPENING, TYP.

SEALANT, TYP.

INSTALL APPROPRIATE SEALANT

(E.G., POLYURETHANE) AND TOOL

TO FACILITATE WATER RUNOFF

SHEET-METAL SCUPPER SOLDERED/WELDED

SECURE TO WAL.

MEMBRANE FLASHING SHEET

ADHERED TO BACKER, MOP. OR

COLD-APPLIED

CLEAT

SEALANT

TERMINATION BAR EXTEND

PAST OPENING

NOTE:

PREFINISHED METAL TO

MATCH EXISTING. ALSO MATCH

NEW FLASHING. SIZE TO

MATCH THE EXISTING

SCUPPER FRAME BEING

REMOVED TO COVER AND

DISCOLORATION OF THE

CONCRETE.

AXONOMETRIC SCUPPER

FLASHING DETAIL, TYP.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

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P

M

CONSTRUCTION DOCUMENTS

01/18/2023

ROOF DETAILS

A1.101

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

7 11

1 1/2" = 1'-0"

CURB DETAIL

1 1/2" = 1'-0"

ROOF DRAIN DETAIL

1 1/2" = 1'-0"

ROOF HATCH DETAIL

3" = 1'-0"

ROOF CURB DETAIL

1 1/2" = 1'-0"

VENT PENETRATION DETAIL

1 1/2" = 1'-0"

ROOF DRAIN DETAIL

EXISTING/DEMOLITION - CURB NEW CONSTRUCTION - CURB

REMOVE SKYLIGHT

SYSTEM IN ITS ENTIRETY.

ADJUST EXG. FRAMING

AND CROSS BRACING

AS NEEDED FOR NEW

STRUCTURAL FRAMING.

REMOVE EXISTING

ROOFING SYSTEM

TO TOP OF METAL

DECK.

3" RIGID INSULATION

TYP.

TAPERED RIGID

INSULATION TYP.

1/2" COVER BD. TYP.

FULLY ADHERED

MEMBRANE FLASHING

PREFINISHED METAL

FLASHING, TYP.

MEMBRANE FLASHING, TYP.

FULLY ADHERED

REINFORCED PVC

MEMBRANE, TYP.

1/2" COVER BOARD,

TYP.

TAPERED RIGID

INSULATION, TYP.

3" RIGID INSULATION,

TYP.

NEW 3" METAL

ROOF DECK, SEE

FRAMING PLAN.

NEW 2X2 ACT CEILING,

SEE REFLECTED

CEILING PLAN.

PROVIDE REQUIRED

BLOCKING AND

BRACING TO STABILIZE

WALL.

PRELIMINARY DETAIL TO SHOW CURRENT DESIGN DIRECTION AT

SKYLIGHT CURB, STRUCTURAL DESIGN IN PRODUCTION, DETAIL WILL

CHANGE AS PRODUCTION GOES.

PRELIMINARY DETAIL TO SHOW CURRENT DESIGN DIRECTION AT

SKYLIGHT CURB, STRUCTURAL DESIGN IN PRODUCTION, DETAIL WILL

CHANGE AS PRODUCTION GOES.

NEW STEEL BEAM, SEE PLAN

COPE & CONNECT TO EXISTING

WITH 3"X3"X1/4" X 0'-6" ANGLE

AND (2) 3/4" DIA. BOLTS

(ASTM F3125).

T.O.S

MATCH EXISTING

EXISTING STEEL BEAM

WITH CONTINUOUS

CHANNEL, SEE PLAN

FASTEN W/ 5/8" DIA. PUDDLE

WELDS AT 12" ON CENTER.

1/4 0

1/4 0

EXISTING/DEMOLITION - CURB NEW CONSTRUCTION - CURB

REMOVE SKYLIGHT

SYSTEM IN ITS ENTIRETY.

ADJUST EXG. FRAMING

AND CROSS BRACING

AS NEEDED FOR NEW

STRUCTURAL FRAMING.

REMOVE EXISTING

ROOFING SYSTEM

TO TOP OF METAL

DECK.

PRELIMINARY DETAIL TO SHOW CURRENT DESIGN DIRECTION AT

SKYLIGHT CURB, STRUCTURAL DESIGN IN PRODUCTION, DETAIL WILL

CHANGE AS PRODUCTION GOES.

3" RIGID INSULATION

TYP.

TAPERED RIGID

INSULATION TYP.

1/2" COVER BD. TYP.

FULLY ADHERED

MEMBRANE FLASHING

PREFINISHED METAL

FLASHING, TYP.

MEMBRANE FLASHING, TYP.

FULLY ADHERED

REINFORCED PVC

MEMBRANE, TYP.

1/2" COVER BOARD,

TYP.

TAPERED RIGID

INSULATION, TYP.

3" RIGID INSULATION,

TYP.

NEW 3" METAL

ROOF DECK, SEE

FRAMING PLAN.

NEW 2X2 ACT CEILING,

SEE REFLECTED

CEILING PLAN.

PROVIDE REQUIRED

BLOCKING AND

BRACING TO STABILIZE

WALL.

PRELIMINARY DETAIL TO SHOW CURRENT DESIGN DIRECTION AT

SKYLIGHT CURB, STRUCTURAL DESIGN IN PRODUCTION, DETAIL WILL

CHANGE AS PRODUCTION GOES.

EXISTING STEEL BEAM

WITH CONTINUOUS

CHANNEL, SEE PLAN.

4"

WELD EA. FLUTE W/ 5/8" DIA.

PUDDLE WELD.

T.O.S

MATCH EXISTING

DEMOLITION LEGEND:

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

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P

M

CONSTRUCTION DOCUMENTS

01/18/2023

ROOF DETAILS

A1.102

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

8 11

1 1/2" = 1'-0"

CURB DETAIL

1 1/2" = 1'-0"

CURB DETAIL

A2.004

A2.00

A2.00

A2.00

Level 1 100' - 0"

Level 2 110' - 0"

Roof Level 112' - 9"

07-0207-0207-0207-0207-0207-0207-0207-0207-0207-0207-0207-0207-0207-0207-02

Level 1 100' - 0"

Level 2 110' - 0"

Roof Level 112' - 9"

07-02 07-02 07-02 07-02 07-02

Level 1 100' - 0"

Level 2 110' - 0"

Roof Level 112' - 9"

07-0207-0207-0207-0207-0207-0207-0207-0207-0207-0207-0207-02

Level 1 100' - 0"

Level 2 110' - 0"

Roof Level 112' - 9"

07-0207-02

ELEVATION LEGEND:

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS

FROM THE ARCHITECT.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/1

/2

:3

:4

P

M

CONSTRUCTION DOCUMENTS

01/18/2023

EXTERIOR ELEVATIONS/KEY PLAN

A2.00

DESIGN FOR REPLACING THE

ROOF AT THE LAWTON

OUTPATIENT CLINIC

JGCKP

4303 PITMAN ST.

FORT SILL, OKLAHOMA 73503CODY COOPER

635-21-119

9 11

1/64" = 1'-0"

ROOF PLAN

TRUE

NORTH

PLAN

NORTH

N

N

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION

GENERAL NOTES:

KEYNOTES:

07-02 REMOVE ALL EXISTING BACKER ROD AND EXISTING

SEALANT FROM AROUND ALL WINDOWS AND DOORS.

INSTALL NEW BACKER ROD AND SEALANT AT ALL

DOORS AND WINDOWS.

SHEET SPECIFIC NOTES:

1. ASSUME REMOVING EXISTING SEALANT FORM 30 PIPE

PENETRATIONS AND ADDING BACKER ROD AND

SEALANT TO RESEAL THE HOLES

ELECTRICAL ABBREVIATIONS

1PH SINGLE-PHASE

1P SINGLE POLE

2/C TWO-CONDUCTOR

3/C THREE-CONDUCTOR

3PH THREE-PHASE

4/C FOUR-CONDUCTOR

4W FOUR-WIRE

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED

CABLE

ACC ACCESSIBLE

ADO AUTOMATIC DOOR OPENER

AFC ABOVE FINISHED COUNTER, AUTOMATIC

FREQUENCY CONTROL, OR AVAILABLE

FAULT CURRENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AH AMPERE HOUR

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

AMP AMPERE

ASC AMPS SHORT CIRCUIT

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BAS BUILDING AUTOMATION SYSTEM

BFF BELOW FINISH FLOOR

BLDG BUILDING

BPIP BOILER PLANT INSTRUMENTATION PANEL

BRKR BREAKER

BYP BY PASS

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CLF CURRENT LIMITING FUSE

CLG CEILING

CMU CONCRETE MASONRY UNIT

COAX COAX CABLE

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CUR CURRENT

DAS DISTRIBUTED ANTENNA SYSTEM

DB DECIBEL

DC DIRECT CURRENT

DCP DIMMER CONTROL PANEL

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISC DISCONNECT

DISTR DISTRIBUTION

DISTR PNL DISTRIBUTION PANEL

DMR SW DIMMER SWITCH

DN DOWN

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

DRSW DOOR SWITCH

DS DISCONNECT SWITCH

DWG DRAWING

EC EMPTY CONDUIT

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMCP EMERGENCY MONITORING CONTROL

PANEL

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

EPRF EXPLOSION PROOF

ESMT EASEMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FABL FIRE ALARM BELL

FABX FIRE ALARM BOX

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FIXT FIXTURE

FLA FULL LOAD AMPS

FLEX FLEXIBLE METALLIC CONDUIT

FLT FLOODLIGHT

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FOUTT TELEPHONE FLOOR OUTLET

FP FIRE PROTECTION

FT FEET OR FOOT

FU SW FUSED SWITCH

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

G OR GND GROUND

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GTB GROUND TERMINAL BOX

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HZ HERTZ

IESNA ILLUMINATION ENGINEERING SOCIETY OF

NORTH AMERICA

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

kV KILOVOLT kVA KILOVOLT AMPERE kVAH KILOVOLT AMPERE PER HOUR kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWH KILOWATT HOUR kWHM KILOWATT HOUR METER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LM LUMEN

LP LIGHT POLE

LPS LOW PRESSURE SODIUM

LRA LOCKED ROTOR AMPS

LTCP LOCAL TEMPERATURE CONTROL PANEL

LT LIGHT

LTG LIGHTING

LTG PNL LIGHTING PANEL

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MC METAL-CLAD

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MG MOTOR GENERATOR

MH MANHOLE

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

MLO MAIN LUGS ONLY

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MVA MEGAVOLT-AMPERE

MW MEGAWATT MICROWAVE

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NEUT OR N NEUTRAL

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OWNER FURNISHED

OF/CI OWNER FURNISHED/CONTRACTOR

INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OL OVERLOAD

OS OCCUPANCY SENSOR

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR

PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PCB POLYCHLORINATED BIPHENYL

PEC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

POD POWER OPERATED DAMPER

PT POTENTIAL TRANSFORMER

PTRV POWER TYPE ROOF VENTILATION

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

REQD REQUIRED

SCC SHORT CIRCUIT CAPACITY

SES SERVICE ENTRANCE SECTION

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SPDT SINGLE POLE, DOUBLE THROW

SURF SURFACE

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TC TIME CLOCK

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VA VOLT AMPERE

VAR VOLT AMPERE REACTIVE

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

VS VACANCY SENSOR

W WATT

WH WATER HEATER

WP WEATHERPROOF

XFER TRANSFER

XFMR TRANSFORMER

SWITCH, MULTIPOSITION

SWITCH, NORMALLY CLOSED FLOAT

SWITCH, NORMALLY CLOSED FOOT OPERATED

SWITCH, NORMALLY CLOSED LIMIT

SWITCH, NORMALLY CLOSED TIME DELAY

SWITCH, NORMALLY OPEN FLOAT

SWITCH, NORMALLY OPEN LIMIT

SWITCH, NORMALLY OPEN TEMPERATURE ACTIVATED

SWITCH, NORMALLY OPEN TIME DELAY

SWITCH, SINGLE BREAK

FUSE WITH RATING

NORMALLY CLOSED RELAY CONTACT

NORMALLY OPEN RELAY CONTACT

MOLDED CASE CIRCUIT BREAKER

LOW-VOLTAGE DRAWOUT AIR CIRCUIT BREAKER

HIGH-VOLTAGE OIL CIRCUIT BREAKER

HIGH-VOLTAGE DRAWOUT AIR CIRCUIT BREAKER

O.C.B.

SWITCH AND FUSE UNIT

FUSED DRAWOUT POTENTIAL TRANSFORMER

MOTOR, SINGLE-PHASE

MOTOR, THREE-PHASE

DELTA CONNECTION

TRANSFORMER

WYE CONNECTION

EARTH GROUND

JUNCTION BOX

PULL BOX

PRESSURE SWITCH-CLOSE ON INCREASE

PRESSURE SWITCH-OPEN ON INCREASE

FUSIBLE LINK

TIME CLOCK

GENERATOR, POWERG

BATTERY

CAPACITOR

LIGHTNING ARRESTOR

R

RECTIFIER, CATHODIC PROTECTION SANITARY

INSTANTANEOUS OVERCURRENT RELAY

DISCONNECT SWITCH, FUSED

DISCONNECT SWITCH, UNFUSED

STARTER, COMBINATION WITH DISCONNECT SWITCH

STARTER OR MOTOR CONTROLLER

POTHEAD

STRESS CONE

M METER

A AMMETER

V VOLTMETER

W WATTMETER

WH WATT-HOUR METER

J

PB

R

AC-TIME OVERCURRENT RELAYR

AC-DIRECTIONAL OVERCURRENT RELAYR

LOCKING OUT RELAYR

TC

SYMBOL

SWITCH, NORMALLY CLOSED

TEMPERATURE ACTIVATED

DESCRIPTION

ELECTRICAL LEGEND

(DETAILS)

DUCT, CELL FLOOR HEADER

T T DUCT, TROLLEY

DUCT, UNDERFLOOR JUNCTION BOX

RC RIGID CONDUIT LINE = RC

SUBSTATION

DISTRIBUTION PANEL

LIGHTING PANEL

PANELBOARD CABINET, FLUSH MOUNTED

PANELBOARD CABINET, SURFACE MOUNTED

C RECEPTACLE, CLOCK HANGER

RECEPTACLE, DUPLEX

RECEPTACLE, DUPLEX ON EMERGENCY POWER

RECEPTACLE, GFCI DUPLEX

RECEPTACLE, QUADRAPLEX

DB DIRECT BURIAL CABLE = DB

P POWER DUCT = P

HI VOLTAGE SWITCH ON CONCRETE PAD

LOW VOLTAGE SWITCH ON CONCRETE PAD

DUAL POWER AND TELECOMMUNICATIONS MANHOLE

MOTOR, SINGLE-PHASE

MOTOR, THREE-PHASE

TRANSFORMER

WYE CONNECTION

EARTH GROUND

JUNCTION BOX

PULL BOX

J

PB

SYMBOL DESCRIPTION

ELECTRICAL LEGEND

(FLOORPLAN)

C C LADDER CABLE TRAY

BRANCH CIRCUIT HOMERUN. LINES INDICATE

NUMBER OF CIRCUITS, NEUTRAL, AND SWITCH LEG

CONDUCTORS. ONE SEPARATE GREEN GROUNDING

CONDUCTOR SHALL BE PROVIDED FOR EACH

HOMERUN; NOT SHOWN

W W WIREWAY

T P

LVS

HVS

S

B B BUSWAY

LP

DP#__

A

B

C

D

RECEPTACLE, SPECIAL PURPOSE 208V,

20A, 1 PHASE, 2-POLE, 3W, NEMA 6-20R.

RECEPTACLE, SPECIAL PURPOSE 120V,

30A, 1 PHASE, 2-POLE, 3W, NEMA 5-30R.

RECEPTACLE, SPECIAL PURPOSE 208V,

30A, 1 PHASE, 2-POLE, 3W, NEMA 6-30R.

RECEPTACLE, SPECIAL PURPOSE 120V,

20A, 1 PHASE, 2-POLE, 3W, NEMA 5-20R.

VENTILATOR OR FAN COIL UNIT OUTLET

SWITCH, SPST

VARIABLE FREQUENCY DRIVE

TIME CLOCK

R

RECTIFIER, CATHODIC PROTECTION SANITARY

INSTANTANEOUS OVERCURRENT RELAY

DISCONNECT SWITCH, FUSED

DISCONNECT SWITCH, UNFUSED

STARTER, COMBINATION WITH DISCONNECT SWITCH

STARTER OR MOTOR CONTROLLER

R

AC-TIME OVERCURRENT RELAYR

AC-DIRECTIONAL OVERCURRENT RELAYR

LOCKING OUT RELAYR

TC

SYMBOL DESCRIPTION

ELECTRICAL STRIP MOLD (OUTLETS ON 2'-0" [610mm]

CENTERS OR AS DESIGNATED ON DRAWINGS), MTD

3'-6" [1067mm] AFF OR AS INDICATED.

VFD

CONDUIT TERMINATED W/COUPLING

(FLUSH W/FINISHED FLOOR) FOR

EXTENSION TO EQUIPMENT AS DIRECTED.

CONDUIT TERMINATED 6" [152mm] AFF IN STANDARD

BOX FOR EXTENSION TO EQUIPMENT AS DIRECTED.

SWITCH, DPST2

SWITCH, FUSEDF

SWITCH, KEY OPERATEDK

SWITCH, LOCKL

SWITCH, LOW VOLTAGE MASTERLM

SWITCH, MANUAL MOTOR STARTINGM

SWITCH, MOMENTARY CONTACTMC

MP

SWITCH, WITH PILOT LIGHTP

SWITCH, PUSH BUTTONPB

SWITCH, REMOTE CONTROLRC

SWITCH, WEATHER PROOFWP

SWITCH, EXPLOSION PROOFX

SWITCH, THREE WAY3

SWITCH, THREE WAY DIMMER3D

SWITCH, THREE WAY OCCUPANCY SENSOR3OS

SWITCH, FOUR WAY4

SWITCH, DIMMERD

SWITCH, DOOR JAMBDOOR

SWITCH, FOUR WAY OCCUPANCY SENSOR4OS

SWITCH, OCCUPANCY SENSOROS

SWITCH, PHOTOCELLPH

SWITCH, OCCUPANCY SENSOR DIMMEROSD

SWITCH, MOTOR SNAP WITH

PILOT LIGHT (THERMAL TYPE)

E

RECEPTACLE, SPECIAL PURPOSE 208V,

60A, 1 PHASE, 3-POLE, 4W, NEMA 14-60R.

CABLE TELEVISION LINE = CATV

CLOSED CIRCUIT TELEVISION LINE = CCTV

FIBEROPTICS LINE = FO

COMMUNICATIONS FLOOR RECEPTACLE

PAGING SPEAKER, CEILING MOUNTED

PAGING SPEAKER, WALL MOUNTED

CATV

CCTV

FO

COMMUNICATIONS WALL RECEPTACLE

COMMUNICATIONS LINE = COMCOM

INTERCOM LINE = II

NURSE CALL LINE = NCNC

NCS NURSE'S CALL MASTER STATION

NCT NURSE CALL TERMINAL CABINET.

NURSE CALL STATION.

D = DUTY STATION. MTD 5' AFF

E = MTD 6' AFF FOR SHOWER LOCATION

MTD 4'-6" AFF FOR TUB LOCATION

MTD 3' AFF FOR TOILET LOCATION

P = PSYCHIATRIC CORRIDOR STATION WITH KEY

SWITCH

S = AUDIO VISUAL STAFF STATION MTD 5' AFF

U = UTILITY CALL STATION, MTD 5' AFF

NURSE CALL STATION.

D = CORRIDOR DOME LIGHT MTD 6" ABOVE DOOR

I = AUXILIARY INTERSECTIONAL DOME LIGHT

TELECOMMUNICATIONS TERMINAL CABINET

TELECOMMUNCATIONS BACKBOARD (WALL MTD)

TELECOMMUNICATIONS MANHOLE

COMMUNICATIONS CEILING RECEPTACLE

TELEVISION FLOOR RECEPTACLE

C = CAMERA (CCTV SYSTEM)

M =MONITOR (CATV SYSTEM).

AV= AUDIO VISUAL (CONFERENCE ROOM

CONNECTION RECEPTACLES)

M

M

M

S

S

AUDIO VISUAL LINE = AVAV

TTB

N D

N D

RECEPTACLE, SWITCHED DUPLEXS

F

G

H

RECEPTACLE, SPECIAL PURPOSE 208V,

30A, 3 PHASE, 3-POLE 4W, NEMA 15-30R.

RECEPTACLE,…