existing roof top unit. provide new flashing around structural pipe supports
DESCRIPTION
4. SEAM STRIP / FORMFLASH AROUND ENTIRE PERIMETER OF EACH EXHAUST FAN (8 TOTAL). #1. EXTEND REPAIR UNDER EXISTING LCC CAP AT BOTH ENDS OF BUILDING. RESEAL LCC CAP. EXISTING WALK-OFF MATS. RE-ADHERE ALL MATS TO EPDM. EXHAUST FAN. EXHAUST FAN. EXHAUST FAN. EXHAUST FAN. EXHAUST - PowerPoint PPT PresentationTRANSCRIPT
EXISTING ROOF TOP UNIT.
PROVIDE NEW FLASHING
AROUND STRUCTURAL PIPE
SUPPORTS.
4
2
EXISTING ACCESS LADDER. RE-ADHERE EXISTING BOOT AND SEAM SEAL OVER FLAT SECTION OF EXISTING PIPE FLASHING. REPAIR SHALL BE CIRCULAR AND SHINGLE LAPPED. (TYPICAL FOR EACH SUPPORT POST).
EXISTING VENT PIPE (TYP). REFLASH PER PIPE FLASHING DETAIL ON SHEET RP-2.
FALL PROTECTION SYSTEM TO BE PURCHASED BY OWNER AND INSTALLED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO FLASH ALL ANCHORS FOR A WATERTIGHT INSTALLATION. REFER TO SHEETS RP-11 TO RP-18
EXISTING WALK-OFF MATS. RE-ADHERE ALL MATS TO EPDM. EXHAUST
FAN
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
EXHAUST FAN
EXTEND REPAIR UNDER EXISTING LCC CAP AT BOTH ENDS OF BUILDING. RESEAL LCC CAP.
SEAM STRIP / FORMFLASH AROUND ENTIRE PERIMETER OF EACH EXHAUST FAN (8 TOTAL).
SEAM STRIP / FORMFLASH ALL EXISTING SEAMS, T-JOINTS AND ALL PREVIOUSLY PATCHED AREAS IN TOTO BETWEEN THE WALK-OFF PADS FOR THE ENTIRE LENGTH OF THE BARREL ROOF – SEE REPAIR DETAILS ON SHEET RP-3).
NOT TO SCALE
#1
EXTEND REPAIR UNDER EXISTING LCC CAP AT BOTH ENDS OF BUILDING. RESEAL LCC CAP.
CUT OUT EIFS. INSTALL NEW LCC FLASHING AND COUNTERFLASHING TO COVER BASE OF LADDER ANCHORS. CAULK AND PROVIDE WATERTIGHT SEAL AT LADDER BRACKETS.
3
EXISTING DRAIN TO REMAIN (SEE NOTE 5).
NEWNEW
REMOVE EXISTING EPDM. MAINTAIN EXISTING LCC CAP INPLACE. MODIFY VERTICAL FASCIA AS REQUIRED TO ACCEPT NEW FASCIA COVER. (REFER TO SECTION 00200 SCOPE OF WORK FOR ALTERNATE #1 REQUIREMENTS).
CAREFULLY RELEASE AND BEND UP EXISTING LCC COUNTERFLASHING TO INSTALL NEW EPDM. CAREFULLY BEND DOWN FLASHING UPON COMPLETION OF EPDM.
**NOTE: CAREFULLY RELEASE AND BEND UP EXISTING LCC COUNTERFLASHING TO INSTALL NEW EPDM. CAREFULLY BEND DOWN FLASHING UPON COMPLETION OF EPDM.
**
CUT OUT EIFS. CUT OUT EIFS. INSTALL NEW LCC INSTALL NEW LCC FLASHING AND FLASHING AND COUNTERFLASHING TO COUNTERFLASHING TO COVER BASE OF COVER BASE OF LADDER ANCHORS. LADDER ANCHORS. CAULK AND PROVIDE CAULK AND PROVIDE WATERTIGHT SEAL AT WATERTIGHT SEAL AT LADDER BRACKETS.LADDER BRACKETS.
NEW FLASHING AT NE ROOF LADDER
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-3
FIRESTONE SEAM REPAIR DETAILS
EXECUTION #1
THE REPAIR OF FIELD SEAMS WITH 6" QUICK SEAM BATTEN COVER
1. IN THE EVENT THAT THERE ARE ANY OBSTRUCTIONS TO HINDER THIS REPAIR EXECUTION I.E.: WALK PADS, LIGHTNING PROTECTION CABLES, ETC. REMOVE OR MOVE THE ITEM TO THE SIDE AND CONTINUE WITH THE REPAIR UNINTERRUPTED. UPON COMPLETION OF THE REPAIR REPLACE OR REPOSITION THE OBSTACLE TO IT’S ORIGINAL POSITION. BE SURE TO REMOVE ANY FIELD PATCHES THAT OCCUR IN THE SPLICE AREA TO BE REPAIRED. WHEN REMOVING EXISTING PATCHES, A RIDGE OF LAP SEAL WILL REMAIN, THIS MUST BE REMOVED OR ADDRESSED AS A T-JOINT. IF NOT REMOVED, STRIP-IN LARGE PATCHES AND OVERLAY SMALL PATCHES WITH FORMFLASH.
2. CLEAN A MINIMUM 10" SECTION OF THE IN-SERVICE MEMBRANE, CENTERED OVER THE EXISTING SEAM STEP-OFF, AS OUTLINED IN THE ATTACHED SPECIFICATION "CLEANING OF IN-SERVICE MEMBRANE".
3. APPLY THE SPLICE ADHESIVE TO THE RECEIVING SURFACE A MINIMUM 4" ON EACH SIDE OF THE EXISTING SEAM STEP-OFF AS OUTLINED IN THE ATTACHED SPECIFICATION FOR THE "APPLICATION OF SPLICE ADHESIVE AND LAP SEALANT”. DO NOT APPLY SPLICE ADHESIVE TO THE QUICK SEAM BATTEN COVER.
4. AFTER THE ADHESIVE HAS FLASHED OFF INSTALL THE FIRESTONE 6" QUICK SEAM BATTEN COVER INTO THE ADHESIVE FILM CENTERING THE STRIP OVER THE EDGE OF THE SEAM.
5. WITH 3" SILICONE ROLLERS, ROLL THE NEWLY SPLICED PIECE TWICE; FIRST ACROSS (OR PERPENDICULAR TO) THE MATED SURFACE, THEN SECOND ALONG THE LENGTH OF THE SPLICED EDGE.
6. AT ALL T-JOINTS (TAPE TO TAPE, TAPE TO FORMFLASH AND TAPE TO EPDM) AND AT TAPE ENDS A FORMFLASH PATCH MUST BE INSTALLED EXTENDING A MINIMUM OF 3" ON EACH SIDE OF THE T-JOINT.
7. AFTER ADHESIVE HAS CURED A MINIMUM OF FOUR HOURS, INSTALL EDGE TREATMENT OF SA-1065 & LAP SEALANT PER THE ATTACHED SPECIFICATION TITLED "APPLICATION OF SPLICE ADHESIVE AND LAP SEALANT" TO THE ENTIRE FORMFLASH PATCH. LAP SEALANT IS NOT REQUIRED ALONG BATTEN COVER EDGES.
8. ENSURE THAT THE ROOF IS LEFT WATERTIGHT AT THE END OF EACH WORKING DAY.
SEAM STRIP IN WITH 6" QUICKSEAM TAPE
= NEW SPLICE ADHESIVE
= EXISTING SPLICE ADHESIVE
6" QUICKSEAM TAPE
MEMBRANE
NOTE: ALL T-JOINTS AND LAP SPLICES ARE TO HAVEA FORMFLASH PATCH APPLIED OVER THE TRANSITIONIN THE TAPE, EXTENDING THREE INCHES FROM THE TRANSITION IN ALL DIRECTIONS.
FORMFLASH TARGET PATCHES OVER TAPEJ OINTS AND INTERSECTIONS
TAPE
FORMFLASH
TAPE
TAPE
6" FORMFLASH
BASE FLASHING
EXISTING SEAM EDGE
BUTT JOINT
BUTT JOINT
OLD PATCH (REMOVED)
NOTE: FORMFLASH MUST BE SIZED TO PROVIDE MINIMUM 3” SPLICE OUTSIDEJOINT OR OLD PATCH. SPLICE ADHESIVE AND LAP SEALANT MUST BE APPLIED TO ENTIRE FORMFLASH PATCH AND 3” ONTO QUICKSEAM TAPE.
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
TOP OF BARREL ROOF
NOTE: REFERENCE PROJECT MANUAL DATED 1/20/14 FOR THE BALANCE OF PROJECT REQUIREMENTS & SPECIFICATIONS (THIS NOTE APPLIES TO ALL PHOTO SHEETS).
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-4
EXISTING WALK-OFF MATS. RE-ADHERE ALL MATS TO EPDM.
SEAM STRIP / FORMFLASH ALL EXISTING SEAMS, T-JOINTS AND ALL PREVIOUSLY PATCHED AREAS IN TOTO BETWEEN THE WALK-OFF PADS FOR THE ENTIRE LENGTH OF THE BARREL ROOF – SEE REPAIR DETAILS ON SHEET RP-3).
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
TYPICAL EXHAUST FAN
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-5
SEAM STRIP / FORMFLASH AROUND ENTIRE PERIMETER OF
EACH EXHAUST FAN (8 TOTAL).
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
ACCESS LADDER TO BARREL ROOF
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-6
RE-ADHERE EXISTING BOOT AND SEAM SEAL OVER FLAT SECTION OF EXISTING PIPE FLASHING. REPAIR SHALL BE CIRCULAR AND SHINGLE LAPPED. (TYPICAL FOR EACH SUPPORT POST).
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-7EXISTING CONDITION PHOTOS
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-8EXISTING CONDITION PHOTOS
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-9EXISTING CONDITION PHOTOS
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-10ALTERNATE – SOUTH LOWER ROOF
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-11
FALL PROTECTION LAYOUT PLAN FROM FIXFAST
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-12
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-13
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-14
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-15
--
PROVIDED & INSTALLED BY PROVIDED & INSTALLED BY ROOFING CONTRACTORROOFING CONTRACTOR
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-16
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-17
DATE: 3/28/14REVISIONS
Con
stru
ctio
n
Serv
ices
170
Lon
g L
an
eM
iddle
tow
n, C
T
064
57
WESLEYAN
U N
I V
E R
S I
T Y
MA
JOR
MA
INTEN
AN
CE F
Y1
5
161 C
RO
SS
STR
EET
FR
EEM
AN
ATH
LETIC
CEN
TER
FR
EEM
AN
ATH
LETIC
CEN
TER
BA
CO
N F
IELD
HO
US
E R
OO
F
REP
AIR
S
SHEET 1 OF ??
RP-18
FALL PROTECTION SYSTEM COMPONENTS