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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 [email protected]
MARK D. GIBSON RA
NCDOT FACILITIES DESIGN UNIT MARK D. GIBSON RA NC 5121 919 707-4550 [email protected]
ROSS LINDEN ENGINEERS PC BRIAN M. ROSS PE NC25539 919 832-5680 [email protected]
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
T F
AC
ILIT
IE
S D
ES
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
ST
ON
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OR
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A 2
85
04
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
DO
T F
AC
ILIT
IE
S D
ES
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
ST
ON
, N
OR
TH
C
AR
OL
IN
A 2
85
04
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
-R
OO
FIN
G D
ET
AILS
A2
NC
DO
T F
AC
ILIT
IE
S D
ES
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
ST
ON
, N
OR
TH
C
AR
OL
IN
A 2
85
04
1
A2
2
A2
3
A2
4
A2
5
A2
6
A2
7
A2
8
A2
9
A2
13
A3
9
A2
11
A2
11
A2
6
A3
11
A2
7
A3
SIM
7
A2
8
A2
9
A2
10
A2
11
A2
SIM
12
A2
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
-R
OO
FIN
G D
ET
AILS
1
A3
2
A3
3
A3
4
A3
5
A3
A3
NC
DO
T F
AC
ILIT
IE
S D
ES
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
ST
ON
, N
OR
TH
C
AR
OL
IN
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
A37
A3
8
A3
9
A3
12
A3
8
A3
9
A3
9
A2
10
A3
11
A3
14
A3
9
A2
12
A3
13
A3
11
A2
OPP H
OPP H
13
A3
14
A3
11
A3
10
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