221'-0"

149'

-8"

FEC350 70"

170 34"

680136"

17034"

17034"

35070"

17034"

17034"

17034"

17034"

FEC

FE FE

MECH

DOCK

RECEIVING

JAN

MEN

ELECTRICALCLASSROOM

STORAGE OFFICE

WOMEN

CORR

IDO

R

YARD STORAGE

BREAK/LOUNGECORRIDOR

LOADING AREA

HIGH-BAY TRAINING LAB#2

STORAGEOFFICE

LOGISTICS LAB

PHONES

HIGH-BAY TRAINING LAB #1

CLASSROOM

PHONESCORRIDORVEST

STORAGESTORAGE

STOR

ELEC COMM

MULTI-PURPOSECLASSROOM

CLASSROOM

CLASSROOM

CORR

IDO

R

STOR

STORAGE PREP AREA

SERVING

DINING

SMALL GROUPDINING

MEN

WOMEN

STORAGE ELEC COMM

CORRIDOR

STORAGE

PHONES

PHONES

VESTIBULE

STORAGE

STORAGE

AV ROOM PRE-FUNCTION

ELEC

REAR PROJECTION

STAGE PRESENTATIONCLASSROOM

EQUIPMENT

TELECONFERENCE

LAN/SERVER

CLASSROOM COMPUTER CLASSROOMSTOR

VESTIBULE

LOBBYRECEPTION

ADMINISTRATOROFFICE OFFICE OFFICE

OFFICEOFFICE

CORRIDOR

CORRIDOR

LIBRARY

MENWOMEN

STOR

COPY

CONFERENCE

CORR

IDO

R

VIC

IN

IT

Y M

AP

S, C

OD

E D

AT

A

1

G1

REFERENCE FLOOR PLAN

G1

SU

MM

AR

Y &

R

EF

ER

EN

CE

EXIT DISCHARGE

F.E.C. FIRE EXTINGUISHER CABINET

34"

170

CLEAR DOOR WIDTH

EGRESS CAPACITY OF EXIT

FE WALL MOUNTED FIRE EXTINGUISHER

NORTH CAROLINA GLOBAL TRANSPARK

TRAINING CENTER RE-ROOFING

SCO ID #19-21361-01A

3800 North Carolina Highway 58

GENERAL NOTES:

EGRESS LEGEND

1. THIS FLOOR PLAN TAKEN FROM RECORD DRAWINGS DATEDNOVEMBER 9, 2000 BY O'BRIEN ATKINS ASSOCIATES PA IS ONLYUSED FOR REFERENCE. NO ATTEMPT HAS BEEN MADE TO VERIFY THEINFORMATION SHOWN.

2. THIS PROJECT DOES NOT INCLUDE ANY WORK INSIDE THE BUILDING.NO LIFE SAFETY COMPONENTS ARE AFFECTED.

NC GLOBAL TRANSPARK TRAINING CENTER RE-ROOFING

3800 NC HWY 58, KINSTON, NORTH CAROLINA 28504

RICHARD BARKES 252 775 6185 rbarkes@ncdot.gov

MARK D. GIBSON RA

NCDOT FACILITIES DESIGN UNIT MARK D. GIBSON RA NC 5121 919 707-4550 mdgibson1@ncdot.gov

ROSS LINDEN ENGINEERS PC BRIAN M. ROSS PE NC25539 919 832-5680 brian@rosslinden.com

2000

GROUP 'B' - BUSINESS

1 13,324 10,890 32,9688,754 (NIC)

>30.0'

>30.0'

>30.0'

1, 2. 4/A2 ROOF NON-RATED

1, 2. 4/A2

2/A2

ROOF-CEILING NON-RATED

COLUMNS NON-RATED

1.0

1.0

10

20

125

C

Kinston, North Carolina 28504

VICINITY MAP

NOT TO SCALE

40

95

70

North Carolina

58

NC GLOBAL

TRANSPARK

SITE

LOCATION MAP

NOT TO SCALE

58

FLO

OR

P

LA

N

NC

DO

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DEPARTMENTOF

TRA

NSPO

RTATION

STATE

OFN

ORTH

CAROLIN A

North C

arolina G

lobal T

ranspark

Training C

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NC

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DRAWING INDEX:

G1 VICINITY MAPS, CODE DATA SUMMARY & REFERENCE FLOOR PLANA1 ROOF PLAN & RE-ROOFING DETAILSA2 RE-ROOFING DETAILSA3 RE-ROOFING DETAILS

1/4" PER FOOT

1/4" PER FOOTSTRUCTURE SLOPES

1/4"

PER F

OOT

1/4"

PER F

OOT

ORD ORD ORD ORD

RD

RD

RD

RDRDRDRD

1/4"

PER F

OOT

1/4"

PER F

OOT

RD

O.S. O.S.

RD

OVERFLOW SCUPPER (O.S. TYP.)

O.S.

STANDING SEAM METAL ROOF -

E.F.(EXHAUST FAN)

E.F.

E.F.

E.F.

E.F.

ROOF SCUTTLE - SEE 6/A1

E.F.

V.T.R.(VENT THROUGH ROOF)

V.T.R.

V.T.R.

V.T.R.

V.T.R.V.T.R.

MEMBRANE WALKWAY

NO WORK THIS AREA

O.S.

8'-0" 8'-0"R-25 RIGID INSULATIONIN 2 LAYERS - STAGGER JOINTS

STRU

CTUR

E SLO

PES

STRU

CTUR

E SLO

PES

STRU

CTUR

E SLO

PES

STRU

CTUR

E SLO

PES

STRUCTURE SLOPES

R-20 RIGID INSULATIONIN 2 LAYERS - STAGGER JOINTSTAPERED INSULATION -

14" PER 12" - SEENOTE #6

TAPERED INSULATION -14" PER 12" - SEENOTE #6

R-15 RIGID INSULATIONIN 2 LAYERS - STAGGER JOINTS -SEE NOTE #6

R-25 RIGID INSULATIONIN 2 LAYERS - STAGGER JOINTS

R-25

RIGI

D IN

SULA

TION

IN 2

LAYE

RS -

STAG

GER J

OINT

S

SIM

R-15 RIGID INSULATIONIN 2 LAYERS - STAGGER JOINTS

R-20 RIGID INSULATIONIN 2 LAYERS - STAGGER JOINTS

EXIST FLASHING TO REMAIN

EXIST CONDUCTOR HEAD &DOWNSPOUT TO REMAIN

NEW MET COPINGASSEMBLY

NEW MET COPINGASSEMBLY

NEW MET COPINGASSEMBLY

NEW MET COPINGASSEMBLY

NEW MET COPINGASSEMBLY

NEW MET COPINGASSEMBLY

NEW MET COPINGASSEMBLY

NEW MET COPINGASSEMBLY

EXIST MET COVERTO REMAIN EXIST MET COVER

TO REMAIN

MEMBRANE WALKWAY

R-15 RIGID INSULATIONIN 2 LAYERS - STAGGER JOINTS -SEE NOTE #6

R-15

RIGI

D IN

SULA

TION

IN2

LAYE

RS -

STAG

GER J

OINT

S

EXIST MET FLASHING AT TOPOF MASONRY TO REMAIN

EXIST MET FLASHING AT TOPOF MASONRY TO REMAIN

EXIST MET FLASHING AT TOPOF MASONRY TO REMAIN

NEW MET COPINGASSEMBLY

SIM

SIM

TYPTYP

EXHAUST FLUES

EXHAUST FLUE

TAPERED INSULATION -14" PER 12" TYP

TAPERED INSULATION -14" PER 12" TYP

SEE NOTE #6

HIGH POINT OFTAPERED NSULATION

AREA '

B'

AREA '

A'

AREA 'A'

AREA

'A'

AREA

'B'

AREA 'A'

AREA 'C'

CURB MOUNTED EQUIPMENTOR FLASHING BONNET TO WRAP MEMBRANE OVER CURB

EXIST INSULATEDMETAL CURB TO REMAIN

EXIST STEEL

NEW ROOF MEMBRANE

R-25 RIGID INSULATION -2 LAYERS - STAGGER JOINTS

EXIST STEEL ROOF DECK

12"VE

RIFY

NEW METAL

NEW MEMBRANE FLASHING -EXTEND 6" ONTO DECK

ROOFING MEMBRANE -EXTEND INTO DRAIN

RIGID INSULATION DRAIN RECIEVER

DECK CLAMP

PROVIDE 24" MIN. DIA. SUMPIN INSULATION AROUND EACH DRAIN

ROOF DRAIN LEADER

EXIST HSS POST OR

EXIST STEEL ROOF DECK

STAINLESS STEEL CLAMPING RINGOVER EPDM PROTECTION STRIP

BLOCKING W/ TREATED WOOD TO MATCH

FULLY ADHERED SINGLE-PLYMEMBRANE TYP

EPDM PRIMER AS REQ'D BY MFR

LAP SEALANTWHERE POSSIBLE, REMOVECOUNTER FLASHING

FRAMING ANGLES EXIST STEEL ROOF DECK

8" M

IN

PIPE PENETRATION

REPLACE DAMAGED OR DETERIORATED WOOD

6" MIN

MFR'S PRESSURE-SENSITIVEMEMBRANE FLASHING ASSEMBLY

NOTE: FLASHING ASSEMBLY SHALLBE MFR'S WARRANTED STANDARD

NOTE: FLASHING ASSEMBLY SHALLBE MFR'S WARRANTED STANDARD

NOTE: FLASHING ASSEMBLY SHALLBE MFR'S WARRANTED STANDARD

NEW 1/2" GYPSUMTHERMAL BARRIER TYP

NEW 1/2" GYPSUMTHERMAL BARRIER TYP

NEW 1/2" GYPSUMTHERMAL BARRIER TYP

R-25 RIGID INSULATION -2 LAYERS - STAGGER JOINTS

LAP SEALANTNEW PT WOOD NAILERS AS REQ'D

DETERIORATED WOOD NAILERSREPLACE DAMAGED OR

NEW PT WOOD NAILERS AS REQ'D

W/ TREATED WOOD TO MATCH

EXIST HSS POST OR

EXIST STEEL ROOF DECK

STAINLESS STEEL CLAMPING RINGOVER EPDM PROTECTION STRIP

BLOCKING W/ TREATED WOOD TO MATCH

FULLY ADHERED SINGLE-PLYMEMBRANE TYP

EPDM PRIMER AS REQ'D BY MFR

LAP SEALANTPIPE PENETRATION

REPLACE DAMAGED OR DETERIORATED WOOD

NOTE: FLASHING ASSEMBLY SHALLBE MFR'S WARRANTED STANDARD

NEW 1/2" GYPSUMTHERMAL BARRIER TYP

R-25 RIGID INSULATION -2 LAYERS - STAGGER JOINTS

LAP SEALANTNEW PT WOOD NAILERS AS REQ'D

LAP SEALANT

EXIST ROOF HATCH TO REMAIN

EXIST ROOF STRUCTURETO REMAIN

EXIST STEEL ROOF DECKNEW 1/2" GYPSUMTHERMAL BARRIER TYP

NEW SINGLE-PLYBASE FLASHING

FULLY ADHERED SINGLE-PLYMEMBRANE TYP

AS REQ'D BY MFREPDM PRIMER

REPLACE DETERIORATEDWOOD NAILERS

NEW PT WOODNAILERS AS REQ'D

RO

OF

P

LA

N &

R

E-R

OO

FIN

G D

ET

AILS

1

A1

RE-ROOFING PLAN

2

A1

ROOF CURB DETAIL3

A1

ROOF DRAIN DETAIL4

A1

PLUMBING VENT DETAIL5

A1

PREFORMED FLASHING BOOT DETAIL

6

A1

ROOF HATCH DETAIL

A1

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY CONDITIONS BEFORE BEGINNING WORK. CONTRACTOR SHALL NOTIFYARCHITECT OF ALL DISCREPANCIES BEFORE BEGINNING OR CONTINUING WORK.

2. BEFORE DEMOLITION, INSPECT UNDERSIDE OF ROOF DECK FOR CONDUITS & PIPING THATMAY BE DAMAGED BY MECHANICAL ROOFING ATTACHMENT. REPORT SUCH CONFLICTSTO ARCHITECT. AFTER DEMOLITION OF EXISTING ROOFING MATERIALS, INSPECT STEEL DECK FORRUST-THROUGH OR OTHER DAMAGE. NOTIFY ARCHITECT AND REPLACE AS DIRECTED.

3. DEMOLISH EXISTING METAL COPING.4. INSPECT EXISTING WOOD NAILERS. REPLACE DETERIORATED WOOD NAILERS AS REQ'D. ALL NAILERS

SHALL BE PRESSURE TREATED FOR EXTERIOR USE.5. PROVIDE 1

2" GYPSUM DECK SHEATHING AS A THERMAL BARRIER IF REQUIRED BY THE RIGID (PLASTIC)INSULATION USED. IF A THERMAL BARRIER IS NOT REQUIRED, PROVIDE PRODUCT DATA STATING SUCH.

6. CONTRACTOR SHALL COMMUNICATE VERIFICATION OF SCUPPER HEIGHT ABOVE ROOF DECK TOARCHITECT TO CONFIRM NEED FOR DETAIL 10/A2.

7. HEIGHT OF EXISTING SKYLIGHT CURB AT HIGH POINT DOES NOT PERMIT ADDITIONAL THICKNESS OFINSULATION. THICKNESS OF NEW INSULATION ADJACENT TO SKYLIGHT CURB SHALL MATCH EXISTINGINSULATION THICKNESS AND TAPER UP TO NEW DESIGN THICKNESS AS DIMENSIONED IN ROOF PLAN.

SCOPE OF WORK:

1. IN ADDITION TO REPLACING ROOFING MATERIALS DAMAGED BY ROOF-TOP ACTIVITIES, THIS PROJECT WORKS TOWARD COMPLIANCEWITH THE 2018 NORTH CAROLINA ENERGY CONSERVATION CODE BY INCREASING THE THERMAL VALUE OF THE INSULATION USED.

2. THIS BUILDING WAS DESIGNED BY O'BRIEN ATKINS ASSOCIATES IN 1997. CONSTRUCTION WAS COMPLETED IN 1999.3. EXISTING CONSTRUCTION:

A. STRUCTURE IS STRUCTURAL STEEL FRAMING CONSISTING OF STEEL COLUMNS, GIRDERS, AND BAR JOISTS SUPPORTED ON CONCRETE SPREAD FOOTINGS. STEEL ROOF DECKING SLOPED FOR DRAINAGE COVERS THE MAJORITY OF THE ROOF AT SEVERAL ELEVATIONS. THE HIGH BAY ROOF IS FRAMED WITH BOWSTRING TRUSSES.B. THE MAJORITY OF THE BUILDING ENVELOPE CONSISTS OF LIGHT GAUGE STEEL STUD FRAMING WITH SHEATHING COVERED BY BRICK VENEER AND EXTERIOR INSULATION FINISH SYSTEM. THE HIGH BAY WALLS ARE BRICK VENEER OVER A CMU BACK-UP WYTHE. STANDING SEAM METAL ROOFING OVER THE HIGH-BAY AREA WILL REMAIN. THE REMAINDER OF THE ROOF ASSEMBLY IS COMPOSED OF RIGID INSULATION AND SINGLE PLY MEMBRANE ROOFING ON STEEL ROOF DECK.

4. BEFORE WORK OF THIS CONTRACT BEGINS, THE OWNER WILL REMOVE PERMANENTLY ALL SOLAR PANELS AND ASSOCIATED COMPONENTS. SUCH PANELS AND COMPONENTS WILL NOT BE REINSTALLED ON THIS ROOF.

5. BEFORE DEMOLITION BEGINS, CONTRACTOR SHALL VERIFY THAT ALL ROOF DRAINS AND OVERFLOW DRAINS ARE FULLY FUNCTIONING.CLOGGED DRAINS SHALL BE CLEANED OUT TO BE FREE FLOWING.

6. DEMOLITION:A. METAL COPINGS, FLASHINGS, COUNTERFLASHINGS, REGLETS, ETC. TO EXTENT IDENTIFIED IN DRAWINGS. SUCH MATERIALS NOTED TO REMAIN SHALL BE PRESERVED IN THEIR EXISTING STATE AND SHALL BE REPLACED TO MATCH EXISTING UNDAMAGED MATERIALS IF DAMAGED BY DEMOLITION ACTIVITIES.B. ALL EXISTING SINGLE-PLY MEMBRANE ROOFING MATERIALS.C. ALL EXISTING RIGID INSULATION TO THE BARE STEEL ROOF DECK.D. ALL MOISTURE-DAMAGED WOOD NAILERS ASSOCIATED WITH DEMOLISHED ROOFING MATERIALS.E. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.F. DEMOLITION AND CONSTRUCTION OPERATIONS SHALL OCCUR WHILE THE BUILDING IS OCCUPIED. ALL REQUIRED MEASURES SHALL BE TAKEN FOR THE SAFETY OF OCCUPANTS AND WORKMEN AND TO PERMIT CONTINUED USE OF THE BUILDING.

7. NEW ROOFING CONSTRUCTION:A. CONTRACTOR SHALL PHASE ROOFING CONSTRUCTION TO DEMOLISH EXISTING AND INSTALL NEW MATERIALS IN ONE DAY'S WORK SO THE ROOF IS NOT EXPOSED TO INCLEMENT WEATHER.B. NEW ROOFING ASSEMBLY:

1. EXPANDED POLYSTYRENE INSULATION MIN. R-5 PER INCH THICKNESS. SEE SPECIFICATIONS;2. 12" GYPSUM DECK SHEATHING IF REQUIRED BY XPS AS THERMAL BARRIER; OTHERWISE DELETED FROM PROJECT. SEE SPECIFICATIONS;3. NEW P.T. WOOD NAILERS TO REPLACE DAMAGED EXISTING NAILERS; P.T WOOD NAILERS AS REQUIRED BY SINGLE-PLY MEMBRANE MANUFACTURER ONLY; P.T. WOOD NAILERS NOT SO REQ'D SHALL BE DELETED FROM PROJECT. SEE SPECIFICATIONS;4. ETHYLENE PROPYLENE DIENE MONOMER SINGLE-PLY MEMBRANE ROOFING SYSTEM; ALL COMPONENTS FROM A SINGLE MANUFACTURER. SEE SPECIFICATIONS;5. NEW METAL COPINGS, FLASHINGS, COUNTERFLASHINGS, REGLETS, ETC. AS INDICATED OR REQUIRED FOR COMPLETE ROOFING SYSTEM. NEW MATERIALS SHALL MATCH EXISTING PER METAL, COLOR, FINISH, GAUGE, AND ALL OTHER FEATURES. SEE SPECIFICATIONS.

ROOF DRAINAGE

1. EXISTING ROOF DRAINAGE:A. EXISTING ROOF DRAINS = 6" DIA.B. EXISTING OVERFLOW DRAINS = 6" DIA.C. LARGEST AREA SERVED BY ROOF DRAIN/OVERFLOW DRAIN = 4,864 S.F.D. PER 2018 NC PLUMBING CODE T.1106.2(1), 6" DIA. CIRCULAR CONDUCTOR DRAINS 4,910 S.F. IN A RAINFALL OF 11" PER HR.

2. ROOF DRAINS HAVE NOT BEEN MODIFIED.3. ROOF AREAS DRAINED BY EXISTING ROOF DRAINS/OVERFLOW DRAINS HAVE NOT BEEN MODIFIED.

NC

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DEPARTMENTOF

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RTATION

STATE

OFN

ORTH

CAROLIN A

North C

arolina G

lobal T

ranspark

Training C

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NC

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1'-8"

8"

4 38"1'-3 58"

NEW CONT MET COPING W/CONT

BRICK VENEER TO REMAIN

T.O. COPING+21'-4"

T.O. STEEL19'-6 1/2"

T.O. STEEL+16'-3 3/4"

T.O. COPING17'-4" AFF

TO REMAIN

NEW P.T. WOOD NAILERS -

T.O. STEEL15'-6 1/2" AFF

T.O. PARAPET16'-8" AFF

1'-0"

758"43

8" 8"

+20'-8"T.O. MASONRY

-21'-4"

T.O. COPING

T.O. STEEL

+23'-10"

TO REMAIN

EXTERIOR INSULATION FINISH

TO REMAIN

NEW MET COPING BEYOND

EXIST MET FLASHING TO REMAIN

EXIST STEEL ROOF

1/2" EXT GWB SHEATHING

SYSTEM TO REMAIN

BREAK METAL FASCIA

EXIST MET ROOFING

+

TOP OF STEEL

+18'-7 1/2"

T.O. STEEL15'-6 1

2" AFF

DECK TO REMAIN -NOTE NO. 2

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D BY

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

NEW MET FLASHING &COUNTERFLASHING

AS REQ'D FOR INSULATION

8"

TAPERED INSULATION

MEMBRANE MFR

SEE NOTE NO. 3

MET CLEATS BOTH SIDES TYP

CONT P.T. NAILERS AS REQ'DBY MEMBRANE MFR

SINGLE-PLY MEMBRANE

R-25 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

EXIST PARAPET SHEATHING EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D BY

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

NEW MET FLASHING &COUNTERFLASHING

MEMBRANE MFR

EXIST STEEL ROOF

1/2" EXT GWB SHEATHING

DECK TO REMAIN -NOTE NO. 2

AS REQ'D FOR INSULATION

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

TAPERED INSULATION

BY MEMBRANE MFR

NEW CONT MET COPING W/CONT

NEW P.T. WOOD NAILERS -SEE NOTE NO. 3

MET CLEATS BOTH SIDES TYP

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

WITH END DAM FLASHINGNEW MET COPING BEYOND

EXTERIOR INSULATION FINISHSYSTEM TO REMAIN

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

EIFS NAILER TO REMAIN

EXIST 1/2" CEMENTITIOUS PARAPET SHEATHING TO REMAIN

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

BY MEMBRANE MFR

NEW CONT MET COPING W/CONT

NEW P.T. WOOD NAILERS -SEE NOTE 3

MET CLEATS BOTH SIDES TYP

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2 BRICK VENEER TO REMAIN

SIM

SIM

SIM

T.O. STEEL15'-6 1/2" AFF

T.O. PARAPET16'-8" AFF

1'-3 58"4 38"

1'-8"

T.O. STEEL15'-6 1/2" AFF

T.O. PARAPET17'-4" AFF

8"WITH END DAM FLASHING

NEW MET COPING BEYOND

EXTERIOR INSULATION FINISHSYSTEM TO REMAIN

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

EIFS NAILER TO REMAIN

NEW P.T. WOOD NAILERS -SEE NOTE 3

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

EXIST 1/2" CEMENTITIOUS PARAPET SHEATHING TO REMAIN

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

BY MEMBRANE MFR

NEW CONT MET COPING W/CONTMET CLEATS BOTH SIDES TYP

BRICK VENEER BEYOND TO REMAIN

WITH END DAM FLASHINGNEW MET COPING BEYOND

EXTERIOR INSULATION FINISHSYSTEM TO REMAIN

EIFS NAILER TO REMAIN

NEW P.T. WOOD NAILERS -SEE NOTE 3

BRICK VENEER BEYOND TO REMAIN

EXIST 1/2" CEMENTITIOUS PARAPET SHEATHING TO REMAIN

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

BY MEMBRANE MFR

TAPERED INSULATION

VESTIBULE

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

EXIST ROOF DRAINTO REMAIN

EXTERIOR INSULATION FINISHSYSTEM TO REMAIN

R-15 RIGID INSULATION IN

P.T. NAILERS AS REQ'D BY

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

MEMBRANE MFR

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

NEW CONT MET COPING W/CONTMET CLEATS BOTH SIDES TYP

1'-3 58"4 38"

1'-8"

1'-0"

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE

BY MEMBRANE MFR

EIFS NAILER TO REMAIN

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

NEW CONT MET COPING W/CONTMET CLEATS BOTH SIDES TYP

NEW P.T. WOOD NAILERS -SEE NOTE 3

NEW CONT MET COPING W/CONTMET CLEATS BOTH SIDES TYP

WITH END DAM FLASHINGNEW MET COPING BEYOND

P.T. NAILERS AS REQ'D

EXIST MET CANOPYTO REMAIN

COUNTERFLASHINGPROVIDE SUMPAT ROOF DRAIN

SIM

TERMINATION BAR &

EXIST BRICK VENEER

EXIST CMU BONDBEAM TO REMAIN

FINISH SYSTEM ON CEMENTEXIST EXTERIOR INSULATION

BOARD SHEATHING TO REMAIN

EXIST PLATE TO REMAIN

EXIST FLASHING TO REMAIN

NEW TERMINATION BAR

NEW SINGLE-PLYBASE FLASHING

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE -

TAPERED INSULATION

BY MEMBRANE MFR -

1/2" EXT GWB SHEATHING

R-25 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

AS REQ'D FOR INSULATION

BASE FLASHING

TURN UP AT WALL PER MFR

SINGLE-PLY MEMBRANE

EXIST BRICK VENEER

SECURE TO DECK TYP

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE -

BY MEMBRANE MFR -

1/2" EXT GWB SHEATHING

R-25 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

AS REQ'D FOR INSULATION

BASE FLASHING

TURN UP AT WALL PER MFR

SINGLE-PLY MEMBRANE

EXIST BRICK VENEER

SHEATHING TO REMAINEXIST PARAPET

NEW CONT MET COPING W/CONT

NEW P.T. WOOD NAILERS -

MET CLEATS BOTH SIDES TYP

EXTEND SINGLE-PLYMEMBRANE TO OUTER FACE

MATCH EXISTING - SECURE

OF NAILERS AND ATTACH

SECURE TO DECK TYP

TO TOP OF WALL TYP NEW CONT MET COPING W/CONTMET CLEATS BOTH SIDES TYP

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERSAND ATTACH

EXIST MET OVERFLOWSCUPPER TO REMAIN

R-25 RIGID INSULATIONIN 2 LAYERS

EXIST SLOPINGSTEEL DECKING

FLATTEN SCUPPERFLANGE - SET IN WATERCUT-OFF MASTIC

WATER CUT-OFF MASTICAROUND SCUPPER FLANGE

TAPERED INSULATIONFORMING SUMP ATOVERFLOW SCUPPER

MFR'S STANDARDSCUPPER FLASHING

EXIST BRICK VENEER

NEW P.T. WOOD NAILERS -MATCH EXISTING - SECURETO TOP OF WALL TYP

SINGLE-PLY MEMBRANE -

1/2" EXT GWB SHEATHING

R-25 RIGID INSULATION IN 2-LAYERS -

AS REQ'D FOR INSULATION

BASE FLASHING

TURN UP AT WALL PER MFR

SINGLE-PLY MEMBRANE

FINISH SYSTEM TO REMAIN

SHEATHING TO REMAINEXIST PARAPET NEW CONT MET COPING

W/ CONT MET CLEATS

EXTEND SINGLE-PLY MEMBRANE TO OUTER FACEOF NAILERS AND ATTACH

PROVIDE END DAMS UNDER NEW COPINGS BEYOND

EXIST WOOD NAILERTO REMAIN

EXIST EXTERIOR INSULATION

STAGGER JOINTS

BOTH SIDES TYP

NEW P.T. WOOD NAILERS -MATCH EXISTING - SECURETO TOP OF WALL TYP

P.T. NAILERS AS REQ'D BY MEMBRANE MFR -SECURE TO DECK TYP

CONT MET COPINGCONFIGURED AS SHOWN

BACK-UP PLATE - MATCHMET COPING - RIVET TOCOPING ON ONE (1) SIDE ONLY

BOTH SIDES OF COPING INFULL BED OF BUTYL SEALANT

COMPATIBLE METRIVETS AS REQ'D

CONT MET CLEAT TO MATCHCOPING - ATTACH TO NAILERSAS SHOWN ELSEWHERE

CONT MET CLEAT TO MATCHCOPING - ATTACH TO NAILERSAS SHOWN ELSEWHERE

SLOPE TO ROOF

8"

SINGLE-PLY MEMBRANE BASEFLASHING - EXTEND TO OUTSIDEFACE OF NAILER & ATTACH

8"

CONT MET CLEAT TO MATCHCOPING - ATTACH TO NAILERSAS SHOWN ELSEWHERE

SINGLE-PLY MEMEBRANE -EXTEND TO FACE OFNAILERS AND ATTACH

SINGLE-PLY MEMEBRANEFLASHING OVER METDRIP EDGE ASSEMBLY

MET DRIP EDGE - ALLOWFOR EXPANSION

MET DRIP EDGE COVER PLATE

SET COVER PLATE IN FULLBED OF BUTYL SEALANT

TAPERED TOROOF EDGE

RE

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DEPARTMENTOF

TRA

NSPO

RTATION

STATE

OFN

ORTH

CAROLIN A

North C

arolina G

lobal T

ranspark

Training C

enter R

e-roofing

NC

DO

T H

IG

HW

AY

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IV

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IO

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SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

NO SCALE

COPING BUTT EDGE DETAIL

13

A2NO SCALE

DRIP EDGE COVER PLATE DETAIL

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY CONDITIONS BEFORE BEGINNING WORK. CONTRACTOR SHALLNOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE BEGINNING OR CONTINUING WORK.

2. BEFORE DEMOLITION, INSPECT UNDERSIDE OF ROOF DECK FOR CONDUITS & PIPING THATMAY BE DAMAGED BY MECHANICAL ROOFING ATTACHMENT. REPORT SUCH CONFLICTS TOARCHITECT. AFTER DEMOLITION OF EXISTING ROOFING MATERIALS, INSPECT STEEL DECKFOR RUST-THROUGH OR OTHER DAMAGE. NOTIFY ARCHITECT AND REPLACE AS DIRECTED.

3. DEMOLISH EXISTING METAL COPING. INSPECT EXISTING WOOD NAILERS. REPLACEDETERIORATED WOOD NAILERS AS REQ'D. ALL NAILERS SHALL BE PRESSURE TREATEDFOR EXTERIOR USE.

4. PROVIDE 12" GYPSUM DECK SHEATHING AS A THERMAL BARRIER IF REQUIRED BY THE RIGID

(PLASTIC) INSULATION USED. IF A THERMAL BARRIER IS NOT REQUIRED, PROVIDEPRODUCT DATA STATING SUCH.

5. CONTRACTOR SHALL COMMUNICATE VERIFICATION OF SCUPPER HEIGHT ABOVE ROOFDECK TO ARCHITECT TO CONFIRM NEED FOR DETAIL 10/A2.

SOFFIT12'-8" AFF

18'-7 1/2" AFF

+20'-8" EXIST 1/2" CEMENTITIOUS PARAPET SHEATHING TO REMAIN

8"

1'-0"

7 58" 4 38"

H.P. STEEL

T.O. COPINGWITH END DAM FLASHINGNEW MET COPING BEYOND

T.O. STEEL16'-1 5/16" AFF

T.O. PARAPET17'-4" AFF

1'-8"

8"

438"1'-35

8"

11'-1 1/2" AFFT.O. STEEL

T.O. PARAPET12'-8" AFF

1/2" CEMENTITIOUS SHEATHING BOARD

SKYLIGHT BEARING

14'-8"

18° RIDGE SKYLIGHT WITHWITH MFR'S STD. CURB

T.O.M.

T.O. COPING

20'-8" AFF

21'-4" AFF

EXIST EXTERIOR INSULATION FINISH

BRICK VENEER

NEW MET COPING BEYOND

OVER 5/8" GYPSUM SHEATHINGSYSTEM ON 2" RIGID INSULATION

EXTERIOR INSULATION FINISHSYSTEM TO REMAIN

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATIONEXIST STEEL ROOF

DECK TO REMAIN -NOTE NO. 2

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

BY MEMBRANE MFR

NEW CONT MET COPING W/CONT

NEW P.T. WOOD NAILERS -SEE NOTE 3

MET CLEATS BOTH SIDES TYP

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

EIFS NAILER TO REMAIN20'-4" AFF

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATIONEXIST STEEL ROOF

DECK TO REMAIN -NOTE NO. 1

H.P. STEEL19'-4" AFF

R-15 RIGID INSULATION IN

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTSP.T. NAILERS AS REQ'DBY MEMBRANE MFR

NEW CONT MET FLASHING

EXIST STEEL ROOF

1/2" EXT GWB SHEATHING

DECK TO REMAIN -NOTE NO. 2

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D BY

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

NEW MET FLASHING &COUNTERFLASHING

AS REQ'D FOR INSULATION

MEMBRANE MFR

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

R-25 RIGID INSULATION IN

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

BY MEMBRANE MFR

NEW CONT MET COPING W/CONTNEW P.T. WOOD NAILERS -SEE NOTE NO. 3

MET CLEATS BOTH SIDES TYP

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

EXIST PARAPETSHEATHING TO REMAIN

R-15 RIGID INSULATION IN

P.T. NAILERS AS REQ'D

SINGLE-PLY

2-LAYERS - STAGGER JOINTS

NEW MET FLASHING &COUNTERFLASHING

BY MEMBRANE MFR

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

EXTERIOR INSULATION FINISHSYSTEM TO REMAIN

EXIST MET SCUPPER TO REMAIN

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

EIFS NAILER TO REMAIN

MEMBRANE

NEW CONT MET COPING W/CONT

NEW P.T. WOOD NAILERS -SEE NOTE 3

MET CLEATS BOTH SIDES TYP

R-25 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

TAPERED INSULATION

EXIST CONDUCTOR HEAD &DOWNSPOUT TO REMAIN

SEE NOTE #5

T.O. STEEL15'-4" AFF

T.O. PARAPET17'-4" AFF

21'-0" AFFT.O. STEEL

SHEATHING BOARD1/2" CEMENTITIOUS

8"

SLOPEDN 1"

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

EIFS NAILER TO REMAIN

NEW CONT MET COPING W/CONT

NEW P.T. WOOD NAILERS -SEE NOTE 3

MET CLEATS BOTH SIDES TYP

EXTERIOR INSULATION FINISHSYSTEM TO REMAIN

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

EXIST STEEL ROOFDECK TO REMAIN -NOTE NO. 2

TO REMAIN P.T. NAILERS AS REQ'D BY

SINGLE-PLY MEMBRANE

NEW MET FLASHING &COUNTERFLASHING

MEMBRANE MFR PROVIDE SUMP AT EXIST ROOF DRAIN TO REMAIN

R-25 RIGID INSULATION IN2-LAYERS - STAGGER JOINTSTAPERED INSULATION

NEW CONT MET COPING W/CONT

NEW P.T. WOOD NAILERS -SEE NOTE NO. 3

MET CLEATS BOTH SIDES TYP

EXTEND SINGLE-PLY MEMBRANETO OUTER FACE OF NAILERS

8"

DOMED SKYLIGHTAND CURB

R-20 RIGID INSULATION INSINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

TAPERED INSULATION

TERMINATION BAR

SINGLE-PLY BASEFLASHING

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE -

BY MEMBRANE MFR -

1/2" EXT GWB SHEATHING

R-15 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

AS REQ'D FOR INSULATION

TO REMAIN

TURN UP AT WALL PER MFR

EXIST MET FLASHING

BASE FLASHINGSINGLE-PLY MEMBRANE

TO REMAINEXIST SKYLIGHT

CONT TERMINATION BAR

TAPERED INSULATION

SECURE TO DECK TYP

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE -

BY MEMBRANE MFR -1/2" EXT GWB SHEATHING

R-15 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

AS REQ'D FOR INSULATION

SHEATHING TO REMAIN

TURN UP AT WALL PER MFR

EXIST PARAPET

NEW CONT P.T. WOOD NAILERS -

FINISH SYSTEM TO REMAIN

NEW CONT MET COPING W/ CONT MET CLEATS

EXTEND SINGLE-PLY MEMBRANE TO OUTER FACEOF NAILERS AND ATTACH

EXIST WOOD NAILERTO REMAIN

EXIST EXTERIOR INSULATION

BOTH SIDES TYP

P.T. NAILERS AS REQ'D BY MEMBRANE MFR -

BASE FLASHINGSINGLE-PLY MEMBRANE

ROOFING MFR'S STANDARD FLASHINGEXIST MET SCUPPER TO REMAIN - PROVIDE

NEW MET FLASHING &COUNTERFLASHING

EXIST BRICK VENEERTO REMAIN

DOWNSPOUT TO REMAINEXIST CONDUCTOR HEAD &

SECURE TO DECK TYP

SECURE TO DECK TYP

SECURE TO TOP OF WALL TYP

8"

SINGLE-PLY MEMBRANE -

R-15 RIGID INSULATION IN 2-LAYERS -

BASE FLASHING

TURN UP AT WALL PER MFR

SINGLE-PLY MEMBRANE

STAGGER JOINTS

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

P.T. NAILERS AS REQ'D BY MEMBRANE MFR -

FINISH SYSTEM TO REMAIN

NEW CONT MET COPING W/ CONT MET CLEATS

EXTEND SINGLE-PLY MEMBRANE TO OUTER FACEOF NAILERS AND ATTACH

EXIST WOOD NAILERTO REMAIN

EXIST EXTERIOR INSULATION

BOTH SIDES TYP

NEW MET FLASHING ONTO CANOPY -MATCH EXIST CONFIGURATION

EXIST CONFIGURATIONNEW P.T. NAILERS - MATCH

EXIST MET CANOPYTO REMAIN

SECURE TO DECK TYP

SECURE TO TOP OF WALL TYP

SINGLE-PLY MEMBRANE -

R-15 RIGID INSULATION IN 2-LAYERS -

BASE FLASHING

TURN UP AT WALL PER MFR

SINGLE-PLY MEMBRANE

STAGGER JOINTS

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

P.T. NAILERS AS REQ'D BY MEMBRANE MFR -

INSULATION FINISH SYSTEM - PROVIDECUT AND REFINISH EXIST EXTERIOR

TERMINATION BAR &

8"

NEW DRIP FULL LENGTH OF CUT

COUNTERFLASHING

SECURE TO DECK TYP

15' DIA. DOMED SKYLIGHTAND CURB

R-20 RIGID INSULATION IN

SINGLE-PLY MEMBRANE

2-LAYERS - STAGGER JOINTS

TAPERED INSULATION

TERMINATION BAR

SINGLE-PLY BASEFLASHING

EXIST MET FLASHINGTO REMAIN

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

P.T. NAILERS AS REQ'D

SINGLE-PLY MEMBRANE -

NEW TERMINATION BAR &MET COUNTERFLASHING

BY MEMBRANE MFR -

1/2" EXT GWB SHEATHING

R-25 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

AS REQ'D FOR INSULATION

BASE FLASHING

TURN UP AT WALL PER MFR

SINGLE-PLY MEMBRANE

EXIST BRICK VENEER

EXIST THRU-WALL FLASHING

SECURE TO DECK TYP

8"

P.T. NAILERS AS REQ'D BY MEMBRANE MFR -

NEW CONT MET DRIPEDGE W/ CONT MET

EXTEND SINGLE-PLY MEMBRANE TO OUTER FACEOF NAILERS & ATTACH

CLEATS

EXIST CONFIGURATION -NEW P.T. NAILERS - MATCH

FINISH SYSTEM TO REMAIN

EXIST WOOD NAILERTO REMAIN

EXIST EXTERIOR INSULATION

8"

SECURE TO DECK TYP

SECURE TO TOP OF WALL TYP

FINISH SYSTEM TO REMAINEXIST EXTERIOR INSULATION

TAPERED INSULATION

R-25 RIGID INSULATION IN2-LAYERS - STAGGER JOINTS

1/2" EXT GWB SHEATHINGAS REQ'D FOR INSULATION

NEW MET FLASHING &COUNTERFLASHING

BASE FLASHINGSINGLE-PLY MEMBRANE

EXIST SHEATHING TO REMAIN

8"

CUT & RE-FINISH EIFS IF REQ'D TO ALLOWNEW METAL FLASHING ASSEMBLY

RE

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IG

N U

NIT

AR

CH

IT

EC

T &

E

NG

IN

EE

RS

DEPARTMENTOF

TRA

NSPO

RTATION

STATE

OFN

ORTH

CAROLIN A

North C

arolina G

lobal T

ranspark

Training C

enter R

e-roofing

NC

DO

T H

IG

HW

AY

D

IV

IS

IO

N 2

38

00

N

C H

WY

5

8, K

IN

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ON

, N

OR

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C

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A 2

85

04

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY CONDITIONS BEFORE BEGINNING WORK. CONTRACTOR SHALL NOTIFYARCHITECT OF ALL DISCREPANCIES BEFORE BEGINNING OR CONTINUING WORK.

2. BEFORE DEMOLITION, INSPECT UNDERSIDE OF ROOF DECK FOR CONDUITS & PIPING THAT MAY BEDAMAGED BY MECHANICAL ROOFING ATTACHMENT. REPORT SUCH CONFLICTS TO ARCHITECT. AFTERDEMOLITION OF EXISTING ROOFING MATERIALS, INSPECT STEEL DECK FOR RUST-THROUGH OR OTHERDAMAGE. NOTIFY ARCHITECT AND REPLACE AS DIRECTED.

3. DEMOLISH EXISTING METAL COPING. INSPECT EXISTING WOOD NAILERS. REPLACE DETERIORATEDWOOD NAILERS AS REQ'D. ALL NAILERS SHALL BE PRESSURE TREATED FOR EXTERIOR USE.

4. PROVIDE 12" GYPSUM DECK SHEATHING AS A THERMAL BARRIER IF REQUIRED BY THE RIGID (PLASTIC)

INSULATION USED. IF A THERMAL BARRIER IS NOT REQUIRED, PROVIDE PRODUCT DATA STATING SUCH,AND PROVIDE FULL CREDIT.

5. HEIGHT OF EXISTING SKYLIGHT CURB AT HIGH POINT DOES NOT PERMIT ADDITIONAL THICKNESS OFINSULATION. THICKNESS OF NEW INSULATION ADJACENT TO SKYLIGHT CURB SHALL MATCH EXISTINGINSULATION THICKNESS AND TAPER UP TO NEW DESIGN THICKNESS AS DIMENSIONED ON ROOF PLAN.

6

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OPP H

OPP H

13

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11

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A3

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 1 1/2" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL

SCALE: 3/4" = 1'-0"

RE-ROOFING DETAIL