623-20-126 100pct Drawings_STAMPED.pdf

N or th

PROJECT SITE

MEDICAL CENTER DIRECTOR DATE

ASSOCIATE MEDICAL CENTER DIRECTOR DATE

CHIEF OF STAFF DATE

CHIEF, ENGINEERING SERVICES DATE

SAFETY OFFICER DATE

INDUSTRIAL HYGIENIST DATE

INFECTION CONTROL OFFICER DATE

PRESIDENT AFGE 2250 DATE

ENERGY ENGINEER DATE

ASSOCIATE DIRECTOR PATIENT CARE SERVICES DATE

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

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GI001

COVER RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

NA

06/17/2022 GDD CPR

CONSTRUCTION

DOCUMENTS

VEG 21.18

JACK C MONTGOMERY VAMC

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

VAMC PROJECT #: 623-20-126

RE-ROOF MULTIPLE BUILDINGS

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER

GI002 GENERAL ABBREVIATIONS, NOTES, AND SYMBOLS

ARCHITECTURAL

AD131 DEMOLITION ROOF PLANS - BUILDINGS 50 AND 56

AD132 DEMOLITION ROOF PLAN - BUILDING 53

AE131 ROOF PLANS - BUILDINGS 50 AND 56

AE132 ROOF PLAN - BUILDING 53

AE531 ROOF DETAILS

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

ED132 DEMOLITION ROOF PLAN - BUILDING 53

EJ132 LIGHTNING PROTECTION PLAN

EK501 ELECTRICAL DETAILS

SHEET INDEXRENDERED IMAGEAREA OF WORK

SIGNATURE BLOCK

A. CONTRACTORS AND THEIR SUPERVISORY PERSONNEL MUST REVIEW THE GENERAL AND SUPPLEMENTARY

CONDITIONS TO THE CONTRACT.

B. WORK MUST CONFORM WITH APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCES.

C. CONTRACTOR MUST OBTAIN REQUIRED BUILDING AND OCCUPANCY PERMITS.

D. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.

E. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF

CONSTRUCTION AND THE SAFETY OF CONSTRUCTION PERSONNEL AND VISITORS.

F. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

G. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THAT INSTALLER'S WORK TO THE CONTRACTOR, IN WRITING. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE VHA CORRECTED. COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF

THE SUBSTRATE AND/OR CONDITIONS.

H. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES. CONTACT VHA COR FOR

CLARIFICATIONS, IF REQUIRED.

I. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO THE FACE OF GYPSUM WALL BOARD (FOG), FACE OF MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND COLUMN GRID LINES, UNLESS OTHERWISE NOTED

OR INDICATED.

J. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS

REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR CONDITIONS THROUGHOUT.

K. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, AND SO FORTH), CONTACT VHA COR FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION, THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS, AS INDICATED BY THE VHA COR, MUST GOVERN.

L. IF THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT VHA COR FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION: THE MOST EXPENSIVE AND/OR STRICTEST

REQUIREMENTS, AS INDICATED BY THE VHA COR, MUST GOVERN.

M. DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE VHA COR

IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK.

N. DISCREPANCIES MUST BE REPORTED TO THE VHA COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. IN THESE INSTANCES, NO CHANGE ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR PROCEEDING WITH THE WORK WITHOUT THE VHA COR'S WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR MUST REPAIR AND/OR REPLACE UNAUTHORIZED WORK, AS INDICATED

BY THE VHA COR, AT NO ADDITIONAL COST TO THE OWNER.

O. DISSIMILAR METAL MATERIALS MUST BE ISOLATED WITH AN APPROVED NONMETAL ISOLATION MATERIAL.

P. EXTERIOR EXPOSED STEEL MUST BE PAINTED.

Q. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL PANELS AND AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE, AND SO FORTH, MUST BE SEALED, CAULKED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY

WITH ADJACENT MATERIALS AND TO ELIMINATE AIR LEAKAGE AND WATER ENTRY.

R. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING INTERIOR MATERIALS. (THAT IS WINDOW SILLS TO GYPSUM WALL BOARD, ACOUSTIC CEILINGS TO MASONRY WALLS, AND SO FORTH.)

S. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ROOF OPENINGS AND ROOF ACCESSORIES WITH OTHER TRADES; REFER TO THE ARCHITECTURAL AND ELECTRICAL DRAWINGS.

T. LOCATIONS AND SIZES OF CONCRETE MECHANICAL AND ELECTRICAL PADS MUST BE COORDINATED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS WITH THE SELECTED EQUIPMENT MANUFACTURER AND/OR SUPPLIER. LOCATIONS AND SIZES ARE TO BE APPROVED BY THE VHA COR PRIOR TO PROCEEDING WITH THE

WORK.

U. EXCEPT AT FIRE-RATED PARTITIONS, WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8"

BELOW STRUCTURE, UNLESS DETAILED OR NOTED OTHERWISE.

V. REFER TO SPECIFICATIONS FOR REQUIRED TESTING AND INSPECTIONS.

W. REFER TO SPECIFICATIONS FOR UTILITY INTERRUPTION REQUIREMENTS.

GENERAL NOTES

GRAVEL /

GRANULAR FILL

CONCRETE

ADHESIVE

BRICK

CONCRETE

MASONRY UNIT

RIGID INSULATION

(POLYISOCYANURATE)

HEAT WELD (IN SECTION)

TPO MEMBRANE

TOP LAYER

STEEL / METAL

CONTINUOUS WOOD BLOCKING

/ ROUGH FRAMING

DISCONTINUOUS WOOD BLOCKING

/ SHIM

STEEL GRATE PLATFORM

TPO MEMBRANE

BOTTOM LAYER

MATERIALS LEGEND

EXISTING TO REMAIN

HEAT WELD (IN AXON)

TPO WALKWAY PAD

(PROPOSED)

COVER BOARD

SUBSTRATE BOARD

ROOM NAME

VIEW TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

ENLARGED CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION OR DETAIL SYMBOL IDENTIFIERS

DETAIL NAME

DRAWING NUMBER

DESIGNATOR ON SHEET

DRAWING SEQUENCE NUMBER

INDICATES WHERE DRAWING

IS LOCATED

TWO CHARACTER

DISCIPLINE DESIGNATOR

AE101

DOOR

NUMBER TAG

WALL

TYPE TAG

WINDOW

TYPE TAG

CENTER LINE

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMOLITION LINE TYPE

AREA OF DEMOLITION

VIEW NAME

1/8" = 1'-0"

AE101

AE101

AS101

FLOOR PLAN SYMBOLS LEGEND

AE101

EXTERIOR

INTERIOR

## KEYNOTE

REVISION TAG

DRAWING SCALE

MATERIAL

KEYNOTE

FIXTURE

KEYNOTE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

W3

######-A

######-A

A

1A2

RATED WALL ASSEMBLIES

FLOOR PLAN SYMBOLS

LINE TYPES

1-HR FIRE

2-HR FIRE

3-HR FIRE

4-HR FIRE

1-HR FIRE/SMOKE

2-HR FIRE/SMOKE

3-HR FIRE/SMOKE

4-HR FIRE/SMOKE

0-HR SMOKE

0.5-HR SMOKE

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 1.

_A

R C

H _R

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9T P

JY

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0:

A M

GI002

GENERAL ABBREVIATIONS, NOTES,

AND SYMBOLS

RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

NA

06/17/2022 GDD CPR

CONSTRUCTION

DOCUMENTS

VEG 21.18

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

T TREAD

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

TG TONGUE & GROOVE

THK THICK (NESS)

THRU THROUGH

TKBD TACK BOARD

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TPO THERMOPLASTIC POLYOLEFIN

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VB VAPOR BARRIER (VPR BR)

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HYDRANT / WATER HEATER

WP WATERPROOFING / WORKING POINT

WR WEATHER RESISTANT

WSF WELDED SEAM SHEET FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

X, Y, Z, MISC

& AND

@ AT

XPS EXTRUDED POLYSTYRENE

YD YARD

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYETHYLENE

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

RSF RESILIENT SHEET FLOORING

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SC SOLID CORE

SCH SCHEDULE

SCRN SCREEN

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR CONDITIONING

HW HOT WATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

ILSM INTERIM LIFE SAFETY MEASURES

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

KPL KICK PLATE

L

L LONG / LENGTH

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

LVT LUXURY VINYL TILE

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRIC

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FIXTURES, FURNITURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH / FINISHED

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOG FACE OF GYPSUM BOARD / WALL

FOM FACE OF MASONRY

FOS FACE OF STUDS

FR FIRE RATED

FRMG FRAMING

FRP FIBER REINFORCED PANEL

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS / GLAZING

GOVT GOVERNMENT

GPM GALLON PER MINUTE

GSF GROSS SQUARE FEET

GWB GYPSUM WALL BOARD

GYP GYPSUM

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ARCH PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AV AUDIO / VISUAL

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

B

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

C

C COURSE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLOS CLOSET

CLR CLEAR / CLEARANCE

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CPT CARPET

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

ARCHITECTURAL ABBREVIATIONS

AD131

STRUCTURE SLOPES DN

APPROX 1/2" PER FT

AD131

S

T R

U C

T U

R E

S

LO

P E

S D

N A

P P

R O

X

/4

P E

R F

T

A. BUILDINGS WILL BE OCCUPIED AND MUST REMAIN OPERATIONAL DURING

CONSTRUCTION. REFER TO SPECIFICATIONS FOR UTILITY INTERRUPTION

REQUIREMENTS.

B. REFER TO THE FOLLOWING SPECIFICATIONS AND REPORTS FOR ADDITIONAL

ABATEMENT INFORMATION:

1. 02 82 13.21 ASBESTOS ROOFING ABATEMENT

2. 07 01 50.19 PREPARATION FOR RE-ROOFING

3. ROOF CORE ANALYSIS REPORT (07 01 50.19 ATTACHMENT)

PREPARED FOR: BLUE FIN

REPORT DATE: NOVEMBER 20, 2021

PROJECT NAME: 50834 MUSKOGEE VAMC

PROJECT #: RES 507296

PREPARED BY: REI LAB / RESERVOIRS ENVIRONMENTAL, INC.

C. WITH THE EXCEPTION OF ASBESTOS CONTAINING MATERIALS (ACM)

INDICATED IN THE ROOF CORE ANALYSIS REPORT DATED NOVEMBER 20,

2021, THERE WAS NO LEAD PAINT OR OTHER HAZARDOUS SUBSTANCES

FOUND IN THE PROJECT AREA. IF THE CONTRACTOR DISCOVERS OR

UNCOVERS SUSPECTED LEAD PAINT OR OTHER HAZARDOUS SUBSTANCES,

THE VHA COR SHALL BE NOTIFIED. DO NOT DISTURB SUSPECTED

HAZARDOUS MATERIALS. WHEN DISCOVERED, NOTIFY CONTRACTING

OFFICER'S REPRESENTATIVE. HAZARDOUS MATERIALS DISCOVERED DURING

EXECUTION OF THE WORK WILL BE REMOVED BY THE GOVERNMENT AS

WORK OF A SEPARATE CONTRACT.

REMOVE INSULATION (APPROX 4"), TYP

REMOVE PERLITE COVER BOARD, TYP

REMOVE BUILT-UP ROOFING SYSTEM, TYP

REMOVE AGGREGATE, TYP

REMOVE FLASHING, GRAVEL STOP,

TERMINATION BAR, AND BLOCKING, TYP

EXISTING VENTILATOR AND CURBS TO REMAIN

EXISTING METAL ROOF DECK AND

STEEL JOISTS TO REMAIN

REMOVE INSULATION (APPROX 3"), TYP

REMOVE PERLITE COVER BOARD, TYP

REMOVE BUILT-UP ROOFING SYSTEM, TYP

REMOVE AGGREGATE, TYP

REMOVE CAP FLASHING, TERMINATION BAR,

AND BLOCKING, TYP

REMOVE CONDUCTOR HEAD, SCUPPER SLEEVE,

AND DOWNSPOUT; REUSE EXISTING

BRACKETS AND CONNECTORS,TYP

EXISTING CONCRETE ROOF DECK TO REMAIN

REMOVE GRANULATED ROOFING MEMBRANE, TYP

00KEYNOTES

KEY PLAN

GENERAL NOTES

N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 1.

_A

R C

H _R

_g de nt

9T P

JY

.r vt 6/

/2

:3

0:

A M

AD131

DEMOLITION ROOF PLANS -

BUILDINGS 50 AND 56

RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

50, 56

06/17/2022 TW GDD

CONSTRUCTION

DOCUMENTS

VEG 21.18

16'8'4'2'1'0'

N or th

1/4" = 1'-0"

DEMOLITION ROOF PLAN - BUILDING 50

16'8'4'2'1'0'

N or th

1/4" = 1'-0"

DEMOLITION ROOF PLAN - BUILDING 56

1" = 1'-0"

DEMOLITION SECTION - BUILDING 50

1" = 1'-0"

DEMOLITION SECTION - BUILDING 56

1. REMOVE ROOFING MATERIALS DOWN TO DECK

2. REMOVE OPEN TOP SCUPPER

3. REMOVE COLLECTOR HEADS, DOWNSPOUTS, AND SCUPPER SLEEVES, TYP

4. REMOVE CAP FLASHING AND BLOCKING, TYP

5. EXISTING EXHAUST VENT TO REMAIN

6. APPROXIMATE LOCATION OF TAPERED INSULATION CRICKETS, TYP

DN

LO

P

E

D N

R

U C

T U

R E

S

LO

P E

S D

N A

P P

R O

X

/2 ' P

E R

F T

10 10

10 10

4 4 4

AD131

SIM

AD131

SIM

SLOPE

SLOPE

P

E D

N T

Y

P

E D

N T

Y

SLOPE DN

TYP

SLOPE DN

TYP

A. BUILDINGS WILL BE OCCUPIED AND MUST REMAIN OPERATIONAL DURING

CONSTRUCTION. REFER TO SPECIFICATIONS FOR UTILITY INTERRUPTION

REQUIREMENTS.

B. REFER TO THE FOLLOWING SPECIFICATIONS AND REPORTS FOR ADDITIONAL

ABATEMENT INFORMATION:

1. 02 82 13.21 ASBESTOS ROOFING ABATEMENT

2. 07 01 50.19 PREPARATION FOR RE-ROOFING

3. ROOF CORE ANALYSIS REPORT (07 01 50.19 ATTACHMENT)

PREPARED FOR: BLUE FIN

REPORT DATE: NOVEMBER 20, 2021

PROJECT NAME: 50834 MUSKOGEE VAMC

PROJECT #: RES 507296

PREPARED BY: REI LAB / RESERVOIRS ENVIRONMENTAL, INC.

C. WITH THE EXCEPTION OF ASBESTOS CONTAINING MATERIALS (ACM)

INDICATED IN THE ROOF CORE ANALYSIS REPORT DATED NOVEMBER 20,

2021, THERE WAS NO LEAD PAINT OR OTHER HAZARDOUS SUBSTANCES

FOUND IN THE PROJECT AREA. IF THE CONTRACTOR DISCOVERS OR

UNCOVERS SUSPECTED LEAD PAINT OR OTHER HAZARDOUS SUBSTANCES,

THE VHA COR SHALL BE NOTIFIED. DO NOT DISTURB SUSPECTED

HAZARDOUS MATERIALS. WHEN DISCOVERED, NOTIFY CONTRACTING

OFFICER'S REPRESENTATIVE. HAZARDOUS MATERIALS DISCOVERED DURING

EXECUTION OF THE WORK WILL BE REMOVED BY THE GOVERNMENT AS

WORK OF A SEPARATE CONTRACT.

D. TEMPORARILY RELOCATE EXISTING ANTENNA AND BASES TO PERFORM

WORK, REINSTALL WHEN WORK IS COMPLETE.

E. TEMPORARILY RELOCATE EXISTING SECURITY CAMERAS AND BASES TO

PERFORM WORK; CAMERA MUST REMAIN OPERATIONAL; COORDINATE WITH

VA COR.

F. REMOVE LIGHTNING PROTECTION SYSTEM; REFER TO ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

00KEYNOTES

KEY PLAN

GENERAL NOTES

N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

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AD132

DEMOLITION ROOF PLAN -

BUILDING 53

RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

06/17/2022 TW GDD

CONSTRUCTION

DOCUMENTS

VEG 21.18

40'20'10'5'2'-6"0'

N or th

1" = 10'-0"

DEMOLITION ROOF PLAN - BUILDING 53

1. EXISTING METAL STAIR TO REMAIN

2. EXISTING RAISED METAL PLATFORM TO REMAIN; NO WORK IN THIS AREA

3. REMOVE CONDUCTOR HEADS, DOWNSPOUTS, AND SCUPPER SLEEVES

4. REMOVE SCUPPER SLEEVES

5. REMOVE CAP FLASHING AND BLOCKING, TYP

6. EXISTING ROOF DRAIN TO REMAIN, TYP

7. EXISTING EQUIPMENT TO REMAIN

8. EXISTING ROOF HATCH TO REMAIN

9. EXISTING SECURITY CAMERA

10. EXISTING ANTENNA

AD131

AE131

R

U C

T U

R E

S

LO

P E

S D

N A

P P

R O

X

/4

P E

R F

AE131

STRUCTURE SLOPES DN

APPROX 1/2" PER FT

SLOPES

SLOPES

DNTWO (2) LAYERS POLYISOCYANURATE ROOF INSULATION,

MINIMUM R-25, TYP

HIGH-DENSITY COVER BOARD, TYP

FLEECE-BACK TPO ROOF MEMBRANE, TYP

METAL CAP FLASHING; MATCH EXISTING PROFILE AND FINISH, TYP

AE531

CAP FLASHING, BEYOND

PRESERVATIVE TREATED WOOD BLOCKING, TYP

SUBSTRATE BOARD @ METAL DECK, TYP

TWO (2) LAYERS POLYISOCYANURATE ROOF

INSULATION, MINIMUM R-25, TYP

HIGH-DENSITY COVER BOARD, TYP

FLEECE-BACK TPO MEMBRANE, TYP

AE131

A. BUILDINGS WILL BE OCCUPIED AND MUST REMAIN OPERATIONAL DURING

CONSTRUCTION. REFER TO SPECIFICATIONS FOR UTILITY INTERRUPTION

REQUIREMENTS.

B. EXISTING ROOF STRUCTURE IS SLOPED AT BUILDING 50 AND BUILDING 56.

PLATES AND FASTENERS @ 12" O.C., TYP

REINFORCED TPO MEMBRANE, TYP

POLYISOCYANURATE ROOF INSULATION

EXISTING CONCRETE ROOF DECK TO REMAIN

PROVIDE WOOD NAILERS, TYP

CAULK GRADE SEALANT, TYP

HEAT WELD, 2" MIN, TYP

FLEECE-BACK TPO MEMBRANE, TYP

BONDING ADHESIVE, TYP

FASTENERS, TYP

METAL COPING CAP TO MATCH EXISTING, TYP

HIGH DENSITY COVER BOARD, TYP

PROVIDE DOWNSPOUT TO MATCH EXISTING, TYP

COATED METAL, TYP

PROVIDE METAL CONDUCTOR HEAD AND DOWNSPOUT;

MATCH EXISTING SHAPE, SIZE, AND FINISH, TYP

PROVIDE VAPOR BARRIER @ CONCRETE DECK, TYP

NEW SCUPPER SLEEVE, TYP

00KEYNOTES

KEY PLAN

GENERAL NOTES

N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

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AE131

ROOF PLANS - BUILDINGS 50 AND

RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

50, 56

06/17/2022 TW GDD

CONSTRUCTION

DOCUMENTS

VEG 21.18

16'8'4'2'1'0'

N or th

1/4" = 1'-0"

ROOF PLAN - BUILDING 56

16'8'4'2'1'0'

N or th

1/4" = 1'-0"

ROOF PLAN - BUILDING 50

21" = 1'-0"

ROOF SECTION - BUILDING 50

1" = 1'-0"

ROOF SECTION - BUILDING 56

1. FLEECE-BACK TPO MEMBRANE, HIGH-DENSITY COVER BOARD, AND TWO (2)

LAYERS POLYISOCYANURATE ROOF INSULATION (MINIMUM R-25);

TAPER INSULATION TO SLOPE AS SHOWN, TYP

2. PROVIDE OPEN TOP SCUPPER

3. PROVIDE COLLECTOR HEADS, DOWNSPOUTS, AND THROUGH-WALL

SCUPPER SLEEVES, TYP

4. PROVIDE CAP FLASHING AND BLOCKING, TYP

5. EXISTING EXHAUST VENT TO REMAIN

6. TAPERED INSULATION CRICKETS, TYP

NTS

THROUGH WALL SCUPPER, CONDUCTOR HEAD, AND DOWNSPOUT

9 9

4 4 4

R

U C

T U

R E

S

LO

P E

S D

N A

P P

R O

X

/2

P E

R F

T

AE531

1/ 4"

1'

-0

AE531

AE531

AE531

AE132

AE132

SIM

AE531

AE531

AE531

A. BUILDINGS WILL BE OCCUPIED AND MUST REMAIN OPERATIONAL DURING

CONSTRUCTION. REFER TO SPECIFICATIONS FOR UTILITY INTERRUPTION

REQUIREMENTS.

B. EXISTING ROOF DECK IS FLAT AT BUILDING 53 HOSPITAL ROOF.

TAPERED INSULATION AND CRICKETS PROVIDE SLOPE FOR DRAINAGE.

C. EXISTING ROOF STRUCTURE IS SLOPED AT BUILDING 53 MACHINE ROOM

PENTHOUSE ROOF.

D. ROOF DRAIN GASKETS AND SEALS SHALL BE REPLACED. INSPECT DRAIN

DOME, DRAIN BODY AND PIPING FOR DAMAGE AND/OR SIGNS OF LEAKAGE.

REPLACE DAMAGED MATERIALS.

2 LAYERS ONE-PART POURABLE SEALER

LIQUID FLASHING

PLATES AND FASTENERS @ 12" O.C., TYP

POLYISOCYANURATE ROOF INSULATION

EXISTING CONCRETE ROOF DECK TO REMAIN

NEW WOOD NAILER

HIGH-DENSITY COVER BOARD

FABRIC LIQUID FLASHING BINDER

CAULK GRADE SEALANT, TYP

SINGLE-PLY PRIMER

FLEECE-BACK TPO MEMBRANE

00KEYNOTES

KEY PLAN

GENERAL NOTES

N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 1.

_A

R C

H _R

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9T P

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.r vt 6/

/2

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AE132

ROOF PLAN - BUILDING 53 RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

06/17/2022 TW GDD

CONSTRUCTION

DOCUMENTS

VEG 21.18

40'20'10'5'2'-6"0'

N or th

1" = 10'-0"

ROOF PLAN - BUILDING 53

1. FLEECE-BACK TPO, HIGH-DENSITY COVER BOARD, AND TWO (2) LAYERS

POLYISOCYANURATE ROOF INSULATION (MINIMUM R-25) ; STRUCTURE

PROVIDES SLOPE

2. FLEECE-BACK TPO, HIGH-DENSITY COVER BOARD, AND TWO (2) LAYERS

POLYISOCYANURATE ROOF INSULATION (MINIMUM R-25);

TAPER INSULATION TO SLOPE AS SHOWN, TYP

3. PROVIDE CONDUCTOR HEADS, DOWNSPOUTS, AND SCUPPER SLEEVES, TYP

4. PROVIDE SCUPPER SLEEVES, TYP

5. PROVIDE CAP FLASHING AND BLOCKING, TYP

6. PROPOSED LOCATION OF WALKWAY PADS; COORDINATE WITH VA COR, TYP

7. REINSTALL EXISTING SECURITY CAMERA; INSTALL WALKWAY PAD UNDER

CAMERA BASE, EXTEND 6" MIN BEYOND BASE AROUND FULL PERIMETER, TYP

8. REINSTALL EXISTING ANTENNA INSTALL; WALKWAY PAD UNDER ANTENNA

BASE, EXTEND 6" MIN BEYOND BASE AROUND FULL PERIMETER, TYP

9. EXISTING ANTENNA TO REMAIN

10. EXISTING EQUIPMENT TO REMAIN, TYP

11. EXISTING ROOF HATCH TO REMAIN

12. EXISTING METAL STAIR TO REMAIN

13. EXISTING RAISED METAL PLATFORM TO REMAIN; NO WORK IN THIS AREA

14. ELECTRICAL CONDUITS FROM PHOTOVOLTAIC ARRAY; COORDINATE

OUTAGES, MOVEMENT, AND REINSTALLATION WITH VHA COR

NTS

WALL BASE FLASHING DETAIL

T-JOINT COVER AS SPECIFIED BY

ROOF MEMBRANE MANUFACTURER

FLEECE-BACK TPO MEMBRANE

HIGH-DENSITY COVER BOARD

POLYISOCYANURATE INSULATION, TYP

EXISTING CONCRETE ROOF DECK

PLATES AND FASTENERS, TYP

FLEECE-BACK TPO MEMBRANE

FIELD SHEETS, TYP

TPO MEMBRANE CAP, MINIMUM 8" WIDE

CAULK GRADE SEALANT

HEAT-WELDED LAP8" MIN

VAPOR BARRIER @ CONCRETE DECK, TYP

REINFORCED FLEECE-BACK TPO MEMBRANE, TYP

HIGH-DENSITY COVER BOARD

POLYISOCYANURATE INSULATION;

TAPER TO EXISTING ROOF DRAINS, TYP

EXISTING CONCRETE ROOF DECK

PLATES AND FASTENERS, TYP

MEMBRANE CAP, TYP

HEAT WELDED SEAMS, TYP

VAPOR BARRIER @ CONCRETE ROOF DECK

ROUND CORNERS, TYP

WALKWAY PAD

CONTINUOUS 2" HEAT-WELDED

AREA AROUND PERIMETER, TYP

WALKWAY PAD

2" HEAT WELD

FLEECE-BACK TPO MEMBRANE

HIGH-DENSITY COVER BOARD

POLYISOCYANURATE INSULATION, TYP

EXISTING CONCRETE ROOF DECK

VAPOR BARRIER @ CONCRETE DECK, TYP

COATED METAL W/ HEMMED EDGE

PLATES AND FASTENERS @ 12" O.C., TYP

FLEECE-BACK TPO MEMBRANE

EXISTING METAL ROOF DECK AND

PARAPET TO REMAIN

WOOD NAILER, 2"x4" WIDE, SECURED TO DECK

HIGH-DENSITY COVER BOARD

POLYISOCYANURATE ROOF INSULATION

PREMANUFACTURED INSIDE AND OUTSIDE

CORNERS; HEAT-WELDED, TYP

FASTENERS, TYP

FRONT SIDE OF PARAPET WALL

FASTEN SCUPPER MEMBRANE ON FRONT

SIDE OF PARAPET WALL W/ TERMINATION BAR

SUBSTRATE BOARD @ METAL DECK

HIGH-DENSITY COVER BOARD

POLYISOCYANURATE INSULATION;

TAPER INSULATION TO EXISTING DRAINS, TYP

EXISTING CONCRETE ROOF DECK

EXISTING DRAIN STRAINER TO REMAIN, TYP

INSTALL NEW DRAIN CLAMP RING , TYP

FLEECE-BACK TPO MEMBRANE

WATER BLOCK OR CAULK GRADE SEALANT, TYP

VAPOR BARRIER @ CONCRETE ROOF DECK

WALKWAY PAD, EXTEND 2" MIN

BEYOND BLOCKING, TYP

PRESERVATIVE TREATED WOOD

BLOCKING, 6"x6" MIN AT EACH STRINGER

FLEECE-BACK TPO MEMBRANE

HIGH-DENSITY COVER BOARD, TYP

POLYISOCYANURATE INSULATION, TYP

EXISTING CONCRETE ROOF DECK

2" MIN

EXISTING STEEL STAIR STRINGER TO

RAISED PLATFORM

VAPOR BARRIER @ CONCRETE ROOF DECK

PLATES AND FASTENERS @ 12" O.C., TYP

FLEECE-BACK TPO MEMBRANE

EXISTING CONCRETE ROOF DECK TO REMAIN

WOOD NAILER, 2"x4" WIDE, SECURED TO DECK

HIGH-DENSITY COVER BOARD

POLYISOCYANURATE ROOF INSULATION

PREMANUFACTURED INSIDE AND OUTSIDE

CORNERS; HEAT-WELDED, TYP

EXISTING PARAPET TO REMAIN, TYP

CAULK GRADE SEALANT, TYP

COATED METAL SCUPPER

VAPOR BARRIER @ CONCRETE ROOF DECK

METAL COPING CAP TO MATCH EXISTING, TYP

PLATES AND FASTENERS @ 12" O.C., TYP

FLEECE-BACK TPO MEMBRANE

POLYISOCYANURATE ROOF INSULATION

EXISTING CONCRETE ROOF DECK

AND PARAPET TO REMAIN

WOOD NAILER, 2"x4" WIDE, SECURED TO DECK

NOTE:

1. PERIMETER EDGE METAL SHALL BE DESIGNED FOR WIND RESISTANCE WITH THE CURRENT EDITION OF ASCE 7 AND TESTED FOR RESISTANCE IN ACCORDANCE WITH THE TEST METHODS IN THE CURRENT EDITION OF ANSI/SPRI ES-1.

HIGH-DENSITY COVER BOARD

ADHESIVE, TYP

EXISTING ROOFTOP EQUIPMENT TO REMAIN

PLATES AND FASTENERS @ 12" O.C., TYP

FLEECE-BACK TPO MEMBRANE

POLYISOCYANURATE ROOF INSULATION

EXISTING CONCRETE ROOF DECK TO REMAIN

EXISTING WOOD NAILER

HIGH-DENSITY COVER BOARD

EXISTING MECHANICAL CURB TO REMAIN, TYP

FASTENERS AND SEALING WASHERS @ 12" O.C. MAX

METAL COUNTERFLASHING OR SLIP FLASHING, 3" MIN FACE

CAULK GRADE SEALANT, TYP

HEAT WELD, 2" MIN, TYP

FLEECE-BACK TPO MEMBRANE

VAPOR BARRIER @ CONCRETE DECK, TYP

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 1.

_A

R C

H _R

_g de nt

9T P

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.r vt 6/

/2

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AE531

ROOF DETAILS RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

NA

06/17/2022 TW GDD

CONSTRUCTION

DOCUMENTS

VEG 21.18

NTS

TYPICAL END LAP DETAIL

NTS

RIDGE FLASHING

NTS

HEAT-WELDED WALKWAY PADS

NTS

FIELD-FABRICATED OPEN-TOP SCUPPER

NTS

TYPICAL ROOF DRAIN FLASHING DETAIL

2NTS

STAIR SUPPORT DETAIL

NTS

THROUGH WALL SCUPPER

6 NTS

WALL FLASHING WITH COPING CAP

NTS

TERMINATION AT EQUIPMENT CURB WITH COUNTERFLASHING

ELECTRICAL GENERAL NOTES

A. SPECIFICATIONS TAKE PRECEDENT OVER DRAWINGS.

B. MULTI-GANG BACKBOXES FOR DIFFERENT VOLTAGES AND TYPES OF

EMERGENCY AND NORMAL BRANCH WIRING DEVICES SHALL HAVE DIVIDERS

BETWEEN DEVICES.

C. CORE DRILL AND SAW CUT, AS REQUIRED, FOR FLOOR AND WALL

PENETRATIONS. SEAL REMAINING ANNULUS WITH FIRE CAULK. REFER TO

SPECIFICATION 07 84 00.

D. FURNISH ACCESS DOORS OR PANELS FOR INSTALLATION BY GENERAL

CONTRACTOR IN WALLS AND CEILINGS WHERE ACCESS IS REQUIRED TO

CONCEALED ELECTRICAL BOXES AND DEVICES.

E. PROVIDE ALL ELECTRICAL WORK IN ACCORDANCE WITH THE 2020 NATIONAL

ELECTRICAL CODE AND THE REQUIREMENTS OF THE VHA.

F. COORDINATE ALL OUTAGES WITH VHA COR PER SPECIFICATION SECTION

01 00 00 PRIOR TO WORK BEING DONE.

ELECTRICAL GENERAL NOTES - DEMOLITION

KEYNOTES

KEYNOTE00

NEW - EXISTING AND DEMO LINE TYPES

NEW LINE TYPE

EXISTING LINE TYPE

DEMO LINE TYPE

DEMO HATCH

A. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATION SECTION 02 41 00 FOR

PHASES OF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERAL

CONTRACTOR.

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\U se rs

\V al ha lla

E ng in ee r

\D oc um en ts \2

1.

_E

LE

C _R

_m lu go

W Q

4P M

.r vt

6/

/2

:5 9:

A

M

E-001

ELECTRICAL ABBREVIATIONS AND

GENERAL NOTES

RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

NA

06/17/2022 RA MLS

CONSTRUCTION

DOCUMENTS

VEG 21.18

MOCP MAXIMUM OVERCURRENT PROTECTION

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

MVA MEGAVOLT-AMPERE

MW MEGAWATT

N

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC 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

O

OC ON CENTER

OD OUTSIDE DIAMETER

OL OVERLOAD

P

P POLE

PA PUBLIC ADDRESS

PB PULLBOX OR PANEL BOARD

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PCB POLYCHLORINATED BIPHENYL

PEC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

R

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

REQ REQUIRED

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

S

SCC SHORT CIRCUIT CAPACITY

SD SMOKE DETECTOR

SES SERVICE ENTRANCE SECTION

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SURF SURFACE

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

T

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

U

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V

V VOLT

VA VOLT-AMPERE

VAR VOLT-AMPERE REACTIVE

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VOLT VOLTAGE

W

W WATT

WH WATER HEATER

WP WEATHERPROOF

X

XFER TRANSFER

XFMR TRANSFORMER

DRSW DOOR SWITCH

DS DISCONNECT SWITCH

DWG DRAWING

E

EC ELECTRICAL CONTRACTOR

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

EXST EXISTING

F

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 FIXT 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

G OR GND ELECTRICAL GROUND

GC GENERAL CONTRACTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GTB GROUND TERMINAL BOX

H

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HZ HERTZ

I

IESNA ILLUMINATION ENGINEERING SOCIETY OF NORTH

AMERICA

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

IWH INSTANTANEOUS WATER HEATER

J

J-BOX JUNCTION BOX

K

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAH KILOVOLT-AMPERE PER HOUR

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

KWHM KILOWATT HOUR METER

L

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LM LUMEN

LP LIGHT POLE

LPS LOW PRESSURE SODIUM

LRA LOCKED ROTOR AMPS

LT LIGHT

LTG LIGHTING

LTG PNL LIGHTING PANEL

LTNG LIGHTNING

LV LOW VOLTAGE

M

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

MLO MAIN LUGS ONLY

1P SINGLE POLE

1PH SINGLE PHASE

2/C TWO-CONDUCTOR

3/C THREE-CONDUCTOR

3PH THREE PHASE

4/C FOUR-CONDUCTOR

4W FOUR WIRE

A

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT / ENGINEER

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED CABLE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADJ ADJACENT OR ADJOINING

ADO AUTOMATIC DOOR OPENER

AF AMPERE FRAME OR AMP FUSE

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

ALT ALTERNATE

AMB OR A AMBIENT

AMP AMPERE

ARCH ARCHITECT

ASC AMPS SHORT CIRCUIT

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

B

BAT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISHED FLOOR

BIL BASIC INSULATION LEVEL

BLDG BUILDING

BPIP BOILER PLANT INSTRUMENTATION PANEL

BRKR BREAKER

BYP BYPASS

C

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA OR CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED / OWNER INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CLF CURRENT LIMITING FUSE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COAX COAX CABLE

COMM COMMUNICATION

COMPT COMPARTMENT

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CUR CURRENT

D

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

ELECTRICAL ABBREVIATIONS

3 3

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\U se rs

\V al ha lla

E ng in ee r

\D oc um en ts \2

1.

_E

LE

C _R

_m lu go

W Q

4P M

.r vt

6/

/2

:0 2:

A

M

ED132

DEMOLITION ROOF PLAN -

BUILDING 53

RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

06/17/2022 TL ML

CONSTRUCTION

DOCUMENTS

VEG 21.18

1. REMOVE AIR TERMINALS, TYPICAL.

2. REMOVE MAIN CONDUCTORS, TYPICAL.

3. ROOF PENETRATIONS, REMOVE CONDUCTORS AND PREPARE SPACE FOR

REUSE.

32'16'8'4'2'0'

P la n N or th

T ru e N or th

1" = 10'-0"

LIGHTNING PROTECTION DEMOLITION ROOF PLAN

A. COORDINATE INSTALLATION AND MATERIAL REQUIREMENTS OF LIGHTNING

PROTECTION SYSTEM WITH SPECIFICATION "26 41 00" FACILITY LIGHTNING

PROTECTION.

B. LIGHTNING PROTECTION SYSTEM IS DIAGRAMMATIC. COORDINATE FINAL

DESIGN SYSTEM COMPONENTS WITH CERTIFIED LIGHTNING PROTECTION

SYSTEM PROVIDER. PROVIDE A UL LIGHTNING PROTECTION INSPECTION

MASTER LABEL CERTIFICATE.

C. BOND TO METAL BODIES OF INDUCTANCE LOCATED WITHIN 6'-0" OF THE

LIGHTNING PROTECTION SYSTEM USING SECONDARY BONDING

CONDUCTORS AND FITTINGS.

D. LOCATE AIR TERMINALS ALONG PERIMETER WITHIN 2' OF OUTSIDE BUILDING

EDGE.

E. MAIN CONDUCTOR SIZE NOT LESS THAN 115,000 CIRCULAR MILS. PER

STRAND SIZE SHALL NOT BE LESS THAN 15 AWG.

2 2

00KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\U se rs

\V al ha lla

E ng in ee r

\D oc um en ts \2

1.

_E

LE

C _R

_m lu go

W Q

4P M

.r vt

6/

/2

:5 9:

A

M

EJ132

LIGHTNING PROTECTION PLAN RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

06/17/2022 RA ML

CONSTRUCTION

DOCUMENTS

VEG 21.18

1. ROOF DRAIN, TYPICAL

2. BOND TO LIGHTNING PROTECTION SYSTEM

3. PROVIDE AIR TERMINALS, TYPICAL

4. ROOF PENETRATION, REFER TO LIGHTNING PROTECTION DETAILS FOR

MORE INFORMATION

5. DOWN CONDUCTOR, CONNECT TO EXISTING GROUND RING.

6. GROUND TEST WELL

7. REUSE EXISTING ROOF PENETRATIONS FOR LIGHTNING DOWN

CONDUCTORS.

8. DROP DOWN IN WALL AND CONNECT TO PERIMETER GROUND RING.

9. BOND TO BUILDING STRUCTURAL STEEL.

10. DROP DOWN IN WALL AND BOND TO EXISTING CENTRAL PLANT LIGHTNING

PROTECTION SYSTEM

32'16'8'4'2'0'

P la n N or th

T ru e N or th

1" = 10'-0"

LIGHTNING PROTECTION ROOF PLAN

" M

IN

" M

IN

ACCEPTABLE NOT ACCEPTABLENOT ACCEPTABLE

LESS THAN 8" RADIUS

8" RADIUS8" RADIUS MIN.

90°

MIN.

90°

LESS THAN 90°

LIGHTNING CONDUCTOR

COPPER THRU ROOF CONNECTOR. FLASH TO

ROOFING SYSTEM AND ANCHOR TO ROOF DECK.

LIGHTNING CONDUCTOR

UNIVERSAL POINT BASE

SCREW WITH SEALING

WASHER

TYPICAL ADHESIVE CABLE HOLDER

TYPICAL ADHESIVE CABLE HOLDER

TYPICAL LIGHTNING

CONDUCTOR,

COPPER

PARALLEL CABLE SPLICER

ADHERE TO EXHAUST FAN EQUIPMENT WITH APPROVED

ADHESIVE. COORDINATE PLACEMENT IN THE FIELD ADHERE TO MECHANICAL EQUIPMENT WITH APPROVED

ADHESIVE. COORDINATE PLACEMENT IN THE FIELD

UNIVERSAL POINT BASE

1" CONDUIT

8"

MAX

CEILING SPACE

BOND TO STEEL

PARAPET BASE

ADHESIVE CABLE SUPPORT

COPPER LOOP

ADHESIVE BASE

FLAT SURFACE BASE

TYPICAL MAIN

CONDUCTOR

COPPER LOOP

3/4"X10' COPPER CLAD

GROUND ROD

EXOTHERMIC CONNECTION

#1 BARE STRANDED

COPPER

CONDUCTOR

EXOTHERMIC

CONNECTION TO

GROUND GRID

AIR TERMINAL

TOP OF PARAPET

CLAMP CONDUCTOR TO

WALL ALONG BUILDING

PERIMETER

EXOTHERMIC

CONNECTION TO

GROUND GRID

1" CONDUIT, STUB UP 4" AFG

FINISHED GRADE

BONDING JUMPER

COMPRESSION

TAP CONNECTOR

ELECTRICAL TEST WELL

A. BONDING CONNECTIONS AND FITTINGS SHOWN ARE TYPICAL EXAMPLES.

MAKE ALL CONNECTIONS REQUIRED AS PER SPECIFICATIONS.

U-BOLT CLAMP

PARALLEL CLAMP BONDING LUG

FLAT METAL BONDING CLAMP STRAIGHT SPLICER

BONDING PLATE

BIMETALLIC 4-BOLT STRAIGHT

SPLICER

00KEYNOTES

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\U se rs

\V al ha lla

E ng in ee r

\D oc um en ts \2

1.

_E

LE

C _R

_m lu go

W Q

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6/

/2

:5 9:

A

M

EK501

ELECTRICAL DETAILS RE-ROOF MULTIPLE BUILDINGS

1011 HONOR HEIGHTS DRIVE; MUSKOGEE, OK

623-20-126

06/17/2022 RA ML

CONSTRUCTION

DOCUMENTS

VEG 21.18

NTS

ROOF PENETRATION DETAIL

NTS

ROOFTOP MECHANICAL EQUIPMENT BONDING DETAIL

NTS

TYPICAL LIGHTNING PROTECTION SYSTEM DETAIL

NTS

TYPICAL AIR TERMINAL DETAILS

NTS

TYPICAL GROUNDING DETAILS

NTS

TYPICAL CONDUCTOR BENDS

1. TYPICAL BODY OF CONDUCTANCE. USE FULL SIZE CONDUCTOR AND

FITTINGS FOR CONNECTIONS.

2. PLUMBING STACK REQUIRES BONDING WITH MAIN SIZE CABLE ONLY IF

WITHIN 6' - 0" OF SYSTEM.

3. TYPICAL BODY OF INDUCTANCE. USE SECONDARY SIZE CONDUCTORS AND

FITTINGS FOR CONNECTION.

NTS

TYPICAL BONDING AND SPLICING EQUIPMENT