ENGINEER SEAL BY - sites.rowan.edu · james hall rowan university glassboro, new jerseyfacade & leak repairs 18-5522 03/16/2018 as shown esv ar. jbci project no. 18-5522. joseph b.

CS1 COVER SHEET

100 SITE PLAN

101 ROOF PLAN

102 ELEVATIONS - I

103 ELEVATIONS - II

104 ELEVATIONS - III

105 ELEVATIONS - IV

106 SECTIONS & DETAILS - I

107 SECTIONS & DETAILS - II

108 SECTIONS & DETAILS - III

109 TYPICAL JOINT DETAILS

110 TYPICAL ROOFING DETAILS

DRAWING NO.

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18-5522

AS SHOWN03/16/2018

ESV AR

OPEN

PARKING

PARKING

LOADINGDOCK

BU

ILD

ING

EN

TRA

NC

E/

EXI

T

CONC. SIDEWALK

CONC. SIDEWALK

BU

ILD

ING

EN

TRA

NC

E/ E

XIT

BUILDING ENTRANCE/ EXIT

BUILDINGENTRANCE/ EXIT

BUILDING ENTRANCE/ EXIT

COORDINATEWORK IN THISAREA WITHUNIVERSITY &DAYCARECENTER

SHED (E)TO REMAIN

X X X X X X X X X X X X X X XX

XX

X

X

XX

INSTALL ROLLING FENCINGWITHIN WORK AREA (TYP.)

INSTALL FENCING. CONTRACTORTO USE FENCED AREA ON NORTHELEVATION FOR STAGING ANDSTORAGE.

PROPOSED DUMPSTERLOCATION. COORDINATEDROP OFF/PICK UPS WITHUNIVERSITY AS NECESSARY.

PERFORM ALL REPAIRSWITHIN THIS AREA AT THESTART OF THE PROJECT.

XX

XX

INSTALL TEMPORARYOVERHEAD PROTECTIONOR PROVIDE ADDITIONALGROUND SUPERVISION ATLOADING DOCK WHENWORKING IN THIS AREA.

LOA

DIN

G D

OC

K R

OO

F

CANOPY ROOF

CA

NO

PY

RO

OF

BUILDING ENTRANCE/ EXIT

WALKWAY

MIN

.4'

-0"

10'-0

"

CLE

AR

FACE OF BLDG.

FOLLOW BLDG.CONTOUR

CUT & SCRIBEPLYWOOD TIGHT TOBLDG. (TYP.)

6 MIL PLASTIC(TYP.)

WOOD DECK OREQUIVALENT(TYP.)

2 LAYERS2x CRIBBING

STREET ORWALKWAY

EXIST. SIDEWALKELEV. VARIES

34" PLYWOOD &

2x4 PARAPET(TYP.)

DRAWING NO.

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18-5522

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ESV AR

SCALE: 1"=20'

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OFTHE NEW JERSEY UNIFORM CONSTRUCTION CODE, THE 2015 INTERNATIONAL BUILDING CODE, NEWJERSEY EDITION, THE REHABILITATION SUBCODE (NJAC 5:23-6) & THE ENERGY SUBCODE (NJAC5:23-3.18).

2. THE CONTRACTOR IS TOTALLY & SOLELY RESPONSIBLE TO VERIFY ALL FIELD DIMENSIONS AND RELATEDCONSTRUCTION QUANTITIES.

3. THE CONTRACTOR SHALL MAINTAIN CONSTANT PEDESTRIAN ACCESS AND MEANS OF EGRESS FROMTHE BUILDING DURING THE WORK. DO NOT BLOCK ACCESS TO EGRESS DOORS OR RESTRICTPEDESTRIAN ACCESS AROUND THE WORK AREAS DURING THE PROJECT. PROVIDE TEMPORARYWALKWAY SURFACES AS NECESSARY DURING THE WORK.

4. THE CONTRACTOR MUST SUBMIT A PROJECT-SPECIFIC SAFETY PLAN TO THE UNIVERSITY PRIOR TO THESTART OF ANY WORK. (SEE PROJECT SPECIFICATIONS)

1. PROVIDE PROTECTIVE WALKWAY SCAFFOLDING AT GROUND LEVEL AT ALL BUILDING ENTRANCES ANDEXITS AND PEDESTRIAN SIDEWALKS. PROTECTIVE SCAFFOLDING SHALL BE DESIGNED TO MAINTAINCLEAR ACCESS TO ALL BUILDING DOORS DURING THE WORK.

2. THE CONTRACTOR SHALL PROVIDE 6'-0" HIGH CHAIN LINK CONSTRUCTION FENCE AROUND THEPERIMETER OF THE BUILDING AT ALL ACTIVE WORK AREAS.

3. THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES AND LANDSCAPING IN THE WORK AREAS. ANYDAMAGES TO THE LANDSCAPING, TREES, SHRUBS, AND SURROUNDING GROUNDS MUST BE REPAIREDTO THE SATISFACTION OF THE OWNER WITHOUT ANY ADDITIONAL COSTS TO THE ORIGINAL CONTRACTSUM.

4. THE CONTRACTOR SHALL PERFORM ALL NECESSARY REPAIRS TO LANDSCAPING IN THE WORK AREASIMMEDIATELY FOLLOWING COMPLETION OF THE REHABILITATION IN THE AREA.

5. THE CONTRACTOR SHALL PROTECT ALL EXISTING WALKWAY SURFACES FROM DAMAGE DURING THEWORK. ANY DAMAGES TO THE WALKWAY SURFACES MUST BE REPAIRED TO THE SATISFACTION OF THEOWNER WITHOUT ANY ADDITIONAL COSTS TO THE ORIGINAL CONTRACT SUM.

6. CONTRACTOR TO PROVIDE CONSTRUCTION SIGNAGE AROUND THE WORKING AREAS.

7. CONTRACTOR TO COORDINATE TEMPORARY REMOVAL OF SECURITY CAMERAS WITH OWNER PRIOR TOBEGINNING DEMOLITION.

- PROTECTION SCAFFOLDING

- FENCING

1. SCAFFOLDING COMPONENTS, CONNECTIONS, ATTACHMENTS, BRACING & HARDWARE SHALL MEET OR EXCEED ALL OSHA,FEDERAL, STATE AND LOCAL CODES, LAWS AND REQUIREMENTS. THE SCAFFOLDING, AS SUPPLIED AND INSTALLED, SHALL BEABLE TO SUPPORT A MINIMUM DESIGN LIVE LOAD OF 150 PSF ATOP ALL SCAFFOLDING PLATFORMS.

2. ALL HARDWARE (I.E. NAILS, BOLTS, U-BOLTS, WIRE, ETC.) SHALL BE GALVANIZED. ALL SCAFFOLDING COMPONENTS,INCLUDING SCAFFOLDING, SHALL BE BOLTED, NAILED, WIRED OR OTHERWISE SOLIDLY CONNECTED.

3. THE SCAFFOLDING SHALL BE ATTACHED TO THE BUILDING, AS REQUIRED TO MAINTAIN LATERAL STABILITY AND PRECLUDESWAY. ANY TIE-BACK ANCHOR LOCATIONS SHALL BE SECURED INTO THE MASONRY JOINTS. CONTRACTOR SHALL REPAIR ALLANCHOR LOCATIONS AFTER REMOVAL OF SCAFFOLDING.

4. ALL WORKING SCAFFOLDING SHALL HAVE WOOD PLANK PLATFORMS OR EQUIVALENT. THE EXTERIOR PERIMETER OF ALLPROTECTIVE SCAFFOLDING PLATFORMS SHALL HAVE 4' HIGH BRACED 2x4 WOOD PARAPETS WITH 3 4" PLYWOOD SHEATHING,PAINTED PER OWNER'S REQUIREMENTS.

5. CONTRACTOR IS TOTALLY AND SOLELY RESPONSIBLE FOR DETERMINING FIELD DIMENSIONS AND ASSOCIATED SCAFFOLDINGQUANTITIES. CONTRACTOR SHALL SUBMIT PROTECTIVE SCAFFOLDING SHOP DRAWINGS, SIGNED AND SEALED BY A PA.LICENSED PROFESSIONAL ENGINEER, FOR REVIEW AND ACCEPTANCE PRIOR TO THE START OF SCAFFOLDING ERECTION.

A. CONTRACTOR SHALL FIELD LOCATE ALL DRIVEWAYS, BUILDING ENTRANCES, EXITS AND WALKWAYS. SHOW ALLINFORMATION ON SCAFFOLDING SHOP DRAWINGS. DRAWINGS NOT SHOWING COORDINATED FIELD INFORMATION MAYBE REJECTED BY THE ENGINEER AT THEIR DISCRETION.

6. CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE AT ALL EXTERIOR DOORS LEADING FROM BUILDING INTO OR BELOWWORKING AREAS.

7. TEMPORARY LIGHTING 100 WATT BULB (PROTECTED) SHALL BE ATTACHED TO THE UNDERSIDE OF THE WORK PLATFORM AT6'-0" o.c. (MAX.) WITH 12 GAUGE EXTERIOR ELECTRICAL CABLE FOR EACH AISLE.

8. PROVIDE WATER CONTAINMENT DURING CLEANING OPERATIONS.

9. PROTECTIVE SCAFFOLDING SHALL BE DESIGNED TO MAINTAIN CLEAR ACCESS TO ALL BUILDING DOORS DURING THE WORK.

10. ALL SCAFFOLDING TO BE REMOVED WHEN CONTRACTOR NOT ON SITE.

11. ALL PLATFORMS THAT WILL BE USED FOR COVERED WALKWAYS OR MATERIAL STORAGE MUST BE ABLE TO SUPPORT AMINIMUM DESIGN LIVE LOAD OF 300 PSF.

N.T.S.

X X

OPEN

REPAIR ALL METAL PANELSEALANT JOINTS @ ALLSKYLIGHTS (TYP 7 PLACES).SEE SECTION 1/101.

PROVIDE ROOF PROTECTION(TYP. ALL WORK AREAS)

ROOF HATCH (E)

REPAIR ROOFING TERMINATION @METAL PANEL. SEE DETAIL D/107

PROTECT ALL EXIST. ROOF DRAINSNEAR ELEVATOR/STAIR WALL WORKDURING CONSTRUCTION (TYP). SEEROOF PROTECTION NOTES.

PROTECT EXIST SKYLIGHTGLAZING TO REMAIN

RAKE & SEAL UNDERSIDEOF COUNTERFLASHING(TYP FULL PERIMETER)

REPLACE UNA-CLAD PANELJOINT (TYP FULL PERIMETER

REPLACE UNA-CLAD PANELJOINT (SIM OPP. SIDE)

REPLACE UNA-CLADPANEL JOINT

REPLACE UNA-CLADPANEL JOINT

PROTECT EXIST.ROOF TO REMAIN

DRAWING NO.

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Jose

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Ken

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18-5522

AS SHOWN03/16/2018

ESV AR

SCALE: 12" = 1'-0"

NOTE: REFER TO TYPICAL UNA-CLAD METAL PANEL SEALANT JOINT DETAILS, DWG. 109.

1. CONTRACTOR SHALL INSTALL ADEQUATE PROTECTION PRIOR TO WORKING ON,TRAVERSING OR STORING ON ALL EXISTING ROOFS. SEE SPECIFICATIONS FOR ROOFPROTECTION REQUIREMENTS. THE CONTRACTOR SHALL NOT WORK OR TRAVERSE ANYUNPROTECTED ROOF SURFACES DURING THE WORK.

2. THE CONTRACTOR SHALL PLACE PROTECTED CONSTRUCTION WALKWAY ON ROOFSURFACES AS REQUIRED TO ACCESS WORK AREAS.

3. CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES AT ROOF DRAINS AS NEEDED TOENSURE CONSTRUCTION DUST AND DEBRIS IS PREVENTED FROM ENTERING THE DRAINPIPING. PROTECTION MAY CONSIST OF FILTER SOCKS, FILTER FABRIC, OR FILTER INSERTS.

4. CONTRACTOR SHALL INSTALL ADEQUATE PROTECTION OVER EXISTING PIPING ANDEQUIPMENT ABOVE ROOF DURING THE WORK. DO NOT DAMAGE. ANY DAMAGES MUST BEREPAIRED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COSTS TO THEORIGINAL CONTRACT SUM.

4. CONTRACTOR TO USE CERTIFIED LIGHTNING PROTECTION VENDOR TO REMOVE ANDREINSTALL THE LIGHTNING PROTECTION TO ACCESS WORK AREAS.

2nd FLR.

1st FLR.

3rd FLR.

ROOF

2nd FLR.

1st FLR.

3rd FLR.

ROOF

INSTALL END DAM (TYP.)SEE DETAIL B/106

INSTALL END DAM (TYP.)SEE DETAIL B/106

RAKE & SEAL ALL UNA-CLAD METALPANEL JTS. (TYP. ENTIRE ELEV.). SEEDETAIL A/109

RAKE & SEAL ALL UNA-CLADMETAL PANEL JTS. (TYP. ENTIREELEV.). SEE DETAIL A/109.

LINE OF BLDG.(BEYOND)

LOUVER (E)

RAKE & SEAL LOUVERPERIM. JTS. (TYP.).SEE DETAIL A/109 (SIM).

INSTALL NEW THRU WALL FLASHINGAT WINDOW LINTELS (TYP. THIS ELEV.)SEE SECTIONS.

INSTALL NEW THRU WALL FLASHINGAT WINDOW LINTELS (TYP. THIS ELEV.)SEE SECTIONS.

RAKE & SEAL ALLCONTROL JTS. (TYP.THIS ELEV.). SEEDETAIL C/109.

RAKE & SEAL ALLCONTROL JTS. (TYP.THIS ELEV.). SEEDETAIL C/109.

RAKE & SEALCONTROL JT.SEE DETAIL C/109.

RAKE & SEAL ALL UNA-CLAD METALPANEL JTS. (TYP. ENTIRE ELEV.). SEEDETAIL A/109

REPAIR NORTHEAST LOUVER.SEE PROCEDURE, DWG. 104.

REMOVE EXIST. GASKETSAND SEAL ALL METL-SPANPANEL JOINTS.SEE DETAIL B/109.

REMOVE EXIST. GASKETSAND SEAL ALL METL-SPANPANEL JOINTS.SEE DETAIL B/109.

REMOVE EXIST. METALPANELS FOR ENGINEEROBSERVATION &REINSTALL. SEE PANELREPAIR PROCEDURE.

REMOVE EXIST. METAL PANEL FORENGINEER OBSERVATION & REINSTALL.SEE PANEL REPAIR PROCEDURE.

INSTALL PREFORMEDSILICONE PROFILE ATWINDOW SILL FLASHINGCORNER JOINT. REVIEWWITH ENGINEER.

INSTALL PREFORMED SILICONEPROFILE AT WINDOW SILLFLASHING CORNER JOINT.REVIEW WITH ENGINEER.

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18-5522

AS SHOWN03/16/2018

CKB AR

- UNA-CLAD METAL PANELS

- METL-SPAN METAL PANELS

- LIMESTONE

- BRICK

1. REMOVE EXISTING SEALANT TO EXPOSE PANEL FASTENERS.2. DETACH FASTENERS TO REMOVE PANELS UNDER ENGINEER

SUPERVISION.3. INSTALL PREFORMED SILICONE PROFILES (BID = 20 LF) AND SHEET

METAL (BID = 5 SF .018" STAINLESS) AS DIRECTED BY ENGINEER.4. PERFORM WATER TESTING UNDER ENGINEER SUPERVISION.5. REINSTALL METAL PANELS w/NEW FASTENERS TO MATCH EXISTING.

INSTALL NEW BACKER ROD & SEALANT @ UNA-CLAD JOINTS INACCORDANCE WITH DWG. 109.

2nd FLR.

1st FLR.

3rd FLR.

ROOF

2nd FLR.

1st FLR.

3rd FLR.

ROOF

INSTALL NEW REGLETCOUNTERFLASHING

LINE OF BLDG.(BEYOND)

LINE OF BLDG.(BEYOND)

LOUVER (E)

RAKE & SEAL LOUVERPERIM. JTS. (TYP.).SEE DETAIL A/109 (SIM).

INSTALL PREFORMEDSILICONE PROFILE ATWINDOW SILL FLASHINGCORNER JOINT. REVIEWWITH ENGINEER.

INSTALL PREFORMEDSILICONE PROFILE ATWINDOW SILL FLASHINGCORNER JOINT. REVIEWWITH ENGINEER.

PERFORM ALL REPAIRS WITHIN THIS AREA AT THE START OF THE PROJECT PERFORM ALL REPAIRS WITHIN THIS AREA AT THE START OF THE PROJECT

REMOVE EXIST. GASKETSAND SEAL ALL METL-SPANPANEL JOINTS.SEE DETAIL B/109.

REMOVE EXIST. GASKETS ANDSEAL ALL METL-SPAN PANELJOINTS. SEE DETAIL B/109.

INSTALL NEW REGLETCOUNTERFLASHING

DRAWING NO.

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18-5522

AS SHOWN03/16/2018

CKB AR

- UNA-CLAD METAL PANELS

- METL-SPAN METAL PANELS

- LIMESTONE

- BRICK

2nd FLR.

1st FLR.

3rd FLR.

ROOF

2nd FLR.

1st FLR.

3rd FLR.

ROOF

REPAIR EAST LOUVER. SEEPROCEDURE, THIS SHEET.

REPAIR ELEVATOR/STAIR TOWER WALL.SEE DETAIL A/108

REPAIR ELEVATOR/STAIR TOWER WALL.SEE DETAIL A/108 (OPP. HAND)

LOUVER (E)LOUVER (E)

LOUVER(E)

LOUVER(E)

RAKE & SEAL LOUVERPERIM. JTS. (TYP.).SEE DETAIL A/109 (SIM).

PERFORM ALL REPAIRS WITHIN THIS AREA AT THE START OF THE PROJECT

PERFORM ALL REPAIRSWITHIN THIS AREA AT THESTART OF THE PROJECT

REMOVE EXIST. GASKETS AND SEALALL METL-SPAN PANEL JOINTS.SEE DETAIL B/109.

REMOVE EXIST. GASKETSAND SEAL ALL METL-SPANPANEL JOINTS.SEE DETAIL B/109.

REMOVE EXIST. GASKETSAND SEAL ALL METL-SPANPANEL JOINTS.SEE DETAIL B/109.

PERFORM END DAM FLASHINGREPAIR @ 3rd FLOOR LINE(SEE DETAIL B/107)

REPAIR NORTHEAST LOUVER.SEE PROCEDURE, THIS SHEET.

DRAWING NO.

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PROJECT NO.

DATE

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SCALE

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18-5522

AS SHOWN03/16/2018

CKB AR

1. REVIEW CONDITIONS WITH ENGINEER VIA HIGH REACH OR SWING SCAFFOLD.2. PERFORM SPRAY WATER TESTING UNDER THE DIRECTION OF THE ENGINEER.3. REMOVE BOTTOM LOUVER FIN TO EXPOSE LOUVER FRAME AND FLASHING PAN.

NOTE: THIS MAY REQUIRE CUTTING THE FIN INTO SEVERAL PIECES. CONTRACTOR MUST PROVIDEALUMINUM MENDING PLATES AND GALVANIZED FASTENERS FOR FIN REASSEMBLY ANDREINSTALLATION.

4. INSTALL PREFORMED SILICONE PROFILES AT ALL EXPOSED FRAME AND FLASHING PAN SEAMS(BID = 50 LF).

5. PERFORM WATER TESTING UNDER ENGINEER SUPERVISION.6. REINSTALL LOUVER FIN, FASTENING TO EXISTING STRUCTURAL MEMBERS.

1. REVIEW CONDITIONS WITH ENGINEER VIA HIGH REACH OR SWING SCAFFOLD.2. PERFORM SPRAY WATER TESTING UNDER THE DIRECTION OF THE ENGINEER.3. REMOVE BOTTOM 2 CORNER SECTIONS AND BOTTOM 2 EAST SECTIONS OF LOUVER FINS. DO NOT

CUT LOUVER FINS. REMOVE OR CUT EXISTING FASTENERS AS REQ'D TO REMOVE THESE 4SECTIONS INTACT.

4. INSTALL ALUMINUM CLOSURE PLATES AT LOCATIONS DIRECTED BY ENGINEER (BID = 15 SF).5. INSTALL PREFORMED SILICONE PROFILES AT LOCATIONS AS DIRECTED BY ENGINEER (BID = 30 LF).6. PERFORM WATER TESTING UNDER ENGINEER SUPERVISION.7. REINSTALL LOUVER FIN SECTIONS, FASTENING TO EXISTING STRUCTURAL MEMBERS

w/GALVANIZED FASTENERS AS DIRECTED BY ENGINEER.

- UNA-CLAD METAL PANELS

- METL-SPAN METAL PANELS

- LIMESTONE

- BRICK

2nd FLR.

1st FLR.

3rd FLR.

ROOF

2nd FLR.

1st FLR.

3rd FLR.

ROOF

REPAIR ELEVATOR/STAIR TOWER WALL.SEE DETAIL B/108 (OPP. HAND)

REPAIR ELEVATOR/STAIR TOWER WALL.SEE DETAIL B/108

INSTALL NEW REGLETCOUNTERFLASHING

RAKE & SEAL ALL UNA-CLAD METALPANEL JTS. (TYP. ENTIRE ELEV.). SEEDETAIL A/109

INSTALL NEW THRU WALL FLASHINGAT WINDOW LINTELS. SEE SECTIONS.RAKE & SEAL CONTROL JOINTS.

NORTH ELEV. FLASHINGREPAIRS TO TURN CORNER.INSTALL END DAM ATCONTROL JOINT (BASE BID)

INSTALL END DAM (TYP.)SEE DETAIL B/106

RAKE & SEAL ALL UNA-CLAD METALPANEL JTS. (TYP. ENTIRE ELEV.).SEE DETAIL A/109

INSTALL NEW REGLETCOUNTERFLASHING

DRAWING NO.

SHEET OF

PROJECT NO.

DATE

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SCALE

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18-5522

AS SHOWN03/16/2018

CKB AR

- UNA-CLAD METAL PANELS

- METL-SPAN METAL PANELS

- LIMESTONE

- BRICK

EXIST. BRICK TO REMAIN

SEALANT

NEW 24 GA. S.S. FLASHING PANw/ HEMMED DRIP EDGE. SET INFULL BED OF MASTIC

PROVIDE NEW VENT TYPE WEEPHOLES @ 24" o.c.

CUT & REMOVEEXIST. FLASHING

EXIST. WINDOWTO REMAIN

REINSTALL BRICK w/ NEW MORTARTO MATCH EXISTING. CUT BOTTOMBRICK TO REMOVE LIP & ALLOWFOR NEW FLASHING INSTALLATION.

NEW THRU-WALL FLASHING. SEALFLASHING TO MTL. FLASHING PAN

SEAL FLASHING TERMINATION WITHSTRUCTURAL SEALANT

DRAPE EXIST. FLASHING OVER NEWFLASHING

REMOVE & SALVAGEEXIST. BRICK

EXIST. SHELF ANGLE TOREMAIN.

EXIST. SHELF ANGLE TOREMAIN. WIREBRUSH &PAINT

1"

MEMBRANEFLASHING

CONT. SEALALONG LAP

CUT BACKFLASHING 12"FROM EDGE

CONT. SEAL

HEMMED EDGE

NEW FLASHING PANSET IN MASTIC. BENDTO SUIT STL. ANGLE. EXIST. WINDOW

TO REMAIN

FULLY ADHERETO ANGLE

CONT. SEALANTBED WITHIN LAP

3" LAP

NEW MEMBRANEFLASHING

SOLDER ALL METALFLASHING PAN JTS.WATERTIGHT

NEW METAL FLASHINGPAN w/ FORMED ENDDAMS

SEAL FLASHING TOMETAL

PROVIDE HEMMEDLIP (TYP.)

FOLD TO FORMMEMBRANE FLASHINGEND DAM

CUT & REMOVEEXIST. FLASHING

REMOVE & SALVAGEEXIST. LIMESTONE

EXIST. SHELF ANGLE TOREMAIN.

REINSTALL LIMESTONE w/NEW MORTARTO MATCH EXISTING. CUT LIMESTONETO REMOVE LIP & ALLOW FOR NEWFLASHING INSTALLATION (TYP - VIF)

SEE SECTION 1/106 FORADDITIONAL NOTES ANDCALLOUTS.

EXIST. BRICK TO REMAIN

NEW 24 GA. S.S. METAL FLASHINGPAN SET IN FULL BED OF MASTIC.SEE NOTE.

PROVIDE NEW VENT TYPE WEEPHOLES @ 24" o.c.

REINSTALL BRICK w/NEW MORTARTO MATCH EXISTING. CUT BRICKAS REQ'D TO FIT (TYP - VIF)

NEW THRU-WALL FLASHING. SEALFLASHING TO MTL. FLASHING PAN

TERMINATION BAR w/ ZAMACFASTENERS @ 8" o.c.

PARGE TO PROVIDE SMOOTHSURFACE (AS REQ'D)

MASTIC STRIPPING TO SEALTOP EDGE OF FLASHING.

THRU WALL FLASHING TO TERMINATEON SHEATHING ABOVE METAL PAN.SEAL ALONG VERTICAL EDGE w/STRUCTURAL SEALANT.

METAL PAN TO TURN UPVERTICAL 4" ON OUTSIDEFACE OF BRICK.

METAL PANEL (E)

SHEATHING (E)

METAL STUD WALL (E)

SEAL JT. (TYP. ALL PERIM.PANEL JTS.)

DRAWING NO.

SHEET OF

PROJECT NO.

DATE

DRAWN CHKD

SCALE

DRAWING SET

PR

OJE

CT

NA

ME

DR

AW

ING

TIT

LE

Jose

ph B

. Cal

lagh

an, I

nc.

1617

Joh

n F.

Ken

nedy

Bou

leva

rd16

55 S

ubur

ban

Sta

tion

Bui

ldin

gP

hila

delp

hia,

PA

191

03P

: (21

5) 6

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VIS

ION

SB

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NG

INE

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SE

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ES

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LLR

OW

AN

UN

IVE

RS

ITY

GLA

SS

BO

RO

, NE

W J

ER

SE

YFA

CA

DE

& L

EA

K R

EP

AIR

S

18-5522

AS SHOWN03/16/2018

CKB AR

SCALE: 3" = 1'-0"

NO SCALE NO SCALE

SCALE: 3" = 1'-0"

NOTE: FLASHING PAN HAVE HEMMED DRIP EDGE, SEALED, AT JAMB FLASHING REPAIR & RECEIVER & COUNTERFLASHING AT ELEVATOR/STAIR TOWER REPAIRS AT ROOF.

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

EXIST. BRICKTO REMAIN

PROTECT EXIST. ROOF& DRAINS TO REMAIN.

INSTALL NEW COUNTERFLASHING.SEE DETAIL A/107

EXIST. BRICKTO REMAIN

PROTECT EXIST. ROOF& DRAINS TO REMAIN.

INSTALL NEW COUNTERFLASHING.SEE DETAIL A/107

REMOVE EXIST. TERM. BAR & FASTENERS AND INSTALLNEW 1" x 18" SS TERM. BAR FASTENED w/ 3" LG.FIRESTONE HEAVY DUTY FASTENERS @ 8" C C.CONT. BEAD OF FIRESTONE

WATERBLOCK

BACKER ROD& SEALANT

PROTECT EXIST. ROOFING TO REMAIN.

EXIST. BRICKTO REMAIN

NEW 24 GA. SS 2-PIECE COUNTERFLASHINGw/BEND IN RECEIVER TO LOCK IN PLACE

CUT EXCESS ROOF MEMBRANETO ALLOW THRU-WALL FLASHINGABOVE TO FUNCTION PROPERLY

EXIST. THRU-WALLFLASHING TO REMAIN.

REMOVE & REBUILDBRICK AS REQ'D TOINSTALL NEW THRU-WALLFLASHING. TOOTH TOEXISTING.

REPLACE VERTICALJOINT SEALANT MIN.1'-0" ABOVE & BELOWBRICK REPLACEMENTWORK. SIM DETAILC/109.

CUT EXIST. FLASHINGS.SOLDER NEW FLASHINGPAN TO EXIST. & TIE NEWMEMBRANE FLASHINGTO EXISTING THRU-WALLFLASHING. SEE NOTE.

INSTALL RETROFITANCHORS PRIOR TOBRICK REMOVALS.

9"

CURTAIN WALLBEYOND

INSTALL NEW END DAM TOALIGN w/FACE OF CURTAINWALL. CUT BRICK AS REQ'D.SEE TYPICAL FLASHINGDETAILS, DWG. 106.

REMOVE & REBUILD BRICKAS REQ'D TO INSTALL NEWTHRU-WALL FLASHING.REVIEW w/ENGINEER AFTERBRICK IS REMOVED PRIOR TOINSTALLING NEW FLASHING.

INSTALL RETROFITANCHORS PRIOR TOBRICK REMOVALS.

FACE OF CURTAINWALL (VIF)

TOOTH TOEXISTING

REMOVE & REBUILDBRICK TO INSTALL NEWTHRU-WALL FLASHING.

INSTALL ENDDAM

LAP & SOLDER NEWFLASHING PAN TOEXIST. & TIE MEMBRANEFLASHING INTO EXIST.

EXIST. CMUTO REMAIN

PROTECT EXIST.CURTAIN WALLTO REMAIN.

REPLACE SECTION OFVERTICAL SEALANT JOINT.SEE EAST ELEVATION.

1'-6" (MIN)EXTEND LAP SPLICEUP RISING WALL(SEE ELEVATIONS).

DETAIL ALL INSIDE & OUTSIDECORNERS w/ QUICKSEAMCORNER FLASHING. SEETYPICAL DETAILS, DWG. 110.

EXIST. ROOFSTEP (VIF)

NEW FIRESTONEEPDM MEMBRANETO MATCH EXIST.(VIF)

LAP SPLICE (TYP). LAPEXISTING MEMBRANEOVER NEW MEMBRANETO SHED WATER.EXTENT OF NEW

EPDM MEMBRANEINSTALLATION

EXI

ST.

SLO

PE

EXIST. ROOFSTEP (VIF)

INSIDE FACEELEVATOR/STAIR WALL

INSIDE FACEELEVATOR/STAIR WALL

NEW FIRESTONEEPDM MEMBRANETO MATCH EXIST.(VIF)

NEW ROOFTERMINATION

CUT TO REMOVEEXIST. THRU-WALLFLASHING FLUSHw/FACE OF BRICK

NEW FIRESTONEEPDM MEMBRANETO MATCH EXIST.(VIF)

NEW FIRESTONEEPDM MEMBRANETO MATCH EXIST.(VIF)

CONT. FLASHING @VERT. TRANSITION.SEE DETAIL C/108

NEW ROOFTERMINATION(TYP)

CUT EXIST. BRICK AS REQ'DTO ACCOMODATE VERTICALLEG OF THRU-WALLFLASHING (VIF).

1'-0" MIN.2'-0" MIN.

LAPSPLICE

LAPSPLICE

NEW ROOFTERMINATION

2'-0" MIN.

EXIST. ROOFSTEP (VIF)

NEW PREFORMEDSILICONE PROFILE(TYP. FULL HT.)

METAL PANEL (E)TO REMAIN

PLYWOOD (E)TO REMAIN

ROOFING (E)TO REMAIN

NEW 24 GA. SS 4"x4"CORNER FLASHING PIECE

SELF-TAPPING SCREWS w/ NEOPRENEWASHER @ 8" o.c. INTO STUD/SOLIDBACKUP DRAWING NO.

SHEET OF

PROJECT NO.

DATE

DRAWN CHKD

SCALE

DRAWING SET

PR

OJE

CT

NA

ME

DR

AW

ING

TIT

LE

Jose

ph B

. Cal

lagh

an, I

nc.

1617

Joh

n F.

Ken

nedy

Bou

leva

rd16

55 S

ubur

ban

Sta

tion

Bui

ldin

gP

hila

delp

hia,

PA

191

03P

: (21

5) 6

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497

F: (2

15) 6

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NO

.D

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VIS

ION

SB

YE

NG

INE

ER

SE

AL

JAM

ES

HA

LLR

OW

AN

UN

IVE

RS

ITY

GLA

SS

BO

RO

, NE

W J

ER

SE

YFA

CA

DE

& L

EA

K R

EP

AIR

S

18-5522

AS SHOWN03/16/2018

ESV AR

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

SCALE: HALF SCALE

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

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

NOTE: SEE PARTIAL ELEVATIONS A-A THRU C-C BELOW FOR EXTENT OF ROOFING WORK.

NOTES:1. LEFT JAMB SHOWN; DETAIL SIMILAR @ RIGHT JAMBS (OPPOSITE HAND)2. METAL PAN TO MATCH EXISTING PAN FINISH. IF EXISTING PAN IS NOT STAINLESS STEEL,

MATCH NEW TO EXISTING AND REFER TO SIMILAR DETAILS.

SCALE: HALF SCALE

NEW THRU-WALL FLASHING.SEE DETAIL A/106

REBUILD w/SALVAGEDBRICK & NEW MORTARTO MATCH EXISTING (TYP)

RESET EXIST. COPING STONES ON NEWMORTAR BED AND CAP FLASHING. INSTALLNEW THREADED SS DOWELS (2 PER STONE)SEAL AROUND DOWELS PRIOR TO SETTINGMORTAR AND STONE. INSTALL MORTAR INCOPING JOINTS, THEN RAKE & SEAL 3 SIDES.

SEAL UNDERSIDE OF HEMMEDDRIP EDGE (TYP. EA SIDE).

NEW .018" 3-WAY KEYED SS CAPFLASHING w/ 3 4" HEMMED DRIPEDGE EA. SIDE. SEE NOTE.

NEW THRU-WALLFLASHING. SEEDETAIL A/106

BRICK TIES @ 16" C C.

REBUILD w/SALVAGED LIMESTONE& NEW MORTAR TO MATCH EXIST.

PROTECT EXIST.ROOFING TOREMAIN (TYP)

TOP OF STEELEL. = 45'-91

2"

SLOPED C10 (E)

REMOVE & SALVAGE EXIST.BRICK (HEIGHT VARIES - VIF)

CATALOG, REMOVE & SALVAGE EXIST.LIMESTONE COPING. DEMOLISH &REMOVE EXIST. CAP FLASHING (VIF)

REMOVE & SALVAGEEXIST. LIMESTONEBANDING

EXIST. BRICKTO REMAIN.

DEMOLISH & REMOVE EXIST.THRU-WALL FLASHING (VIF).GRIND TO REMOVE ALLFASTENERS FLUSH w/FACEOF CMU (TYP).

DEMOLISH & REMOVEEXIST. METALCOUNTERFLASHING

REMOVE & SALVAGEEXIST. BRICK

DEMOLISH & REMOVEEXIST. THRU-WALL ANDCOUNTERFLASHING

INSTALL RETROFITANCHORS @ 16" C/C.

PROTECT EXIST.ROOFING TOREMAIN (TYP)

CUT BRICK AS REQ'D TOEXTEND VERTICAL LEG OFMETAL PAN OUT TO FACE (VIF)

2" TYP. UPTURNED FLASHINGPAN LEG @ CMU BACKUPWALL (SEE DETAIL X/10X).

8" TRANSITION(TYP)

8"

8"

8"

EXTEND UPTURNED FLASHING PANLEG @ CMU BACKUP WALL ATTRANSITIONS AS SHOWN.

EXTENT OF MEMBRANEFLASHING @ CMU BACKUP WALL

EXIST. ROOFING TERM.BAR TO REMAIN (TYP)

APPROXIMATE BRICKLAYOUT SHOWN (VIF)

APPROX. LINE OF EXIST. ROOFINGTERMINATION & NEW THRU-WALLFLASHING (VIF)

PROVIDE COUNTERFLASHINGRECEIVER IN CAP FLASHING

STEP FLASHING @ STEPIN EXIST. ROOFINGTERMINATION (TYP).SEE DETAIL C/108.

REBUILD w/SALVAGED BRICK &LIMESTONE ELEMENTS (TYP)

APPROX. LINE OF EXIST. ROOFON OPP. SIDE OF WALL

SEE DETAIL C/107 FORROOFING WORK.

STEP FLASHING DOWN TO EXISTINGTHRU-WALL FLASHING LEVEL. SIMDETAIL C/108. CUT BRICK AS REQ'D TOPROVIDE VERTICAL TRANSITION.

LINE OF EXIST. THRU-WALL FLASHING (VIF)

2'-0" MIN.REBUILD BRICK TO INSTALLNEW THRU-WALL FLASHING.SEE SECTION 1/108.

1'-0" MIN.

TOOTH TOEXIST. (TYP)

EXIST. BRICK TOREMAIN (TYP)

APPROX. LINE OF EXIST. ROOFON OPP. SIDE OF WALL

STEP FLASHING UP ONE COURSE OVERROOF EDGE (SIM DTL. C/107). PROVIDELONGER COUNTERFLASHING AS REQ'DTO COVER ROOFING TERMINATION.

MAINTAIN FLASHING HEIGHT AT END OFWALL AND WRAP AROUND CORNER.REBUILD BRICK AS SHOWN. SEE DETAILC/107 FOR ROOFING WORK.

2'-0" MIN. STEP FLASHING DOWN TO EXISTINGTHRU-WALL FLASHING LEVEL. SIMDETAIL C/108. CUT BRICK AS REQ'D TOPROVIDE VERTICAL TRANSITION.

TOOTH TOEXIST. (TYP)

STEP FLASHING UP ONE COURSE OVERROOF EDGE (SIM DTL. C/107). PROVIDELONGER COUNTERFLASHING AS REQ'DTO COVER ROOFING TERMINATION.

1'-0" MIN.

MAINTAIN FLASHING HEIGHT AT END OFWALL AND WRAP AROUND CORNER.REBUILD BRICK AS SHOWN. SEE DETAILC/107 FOR ROOFING WORK.

EXIST. BRICK TOREMAIN (TYP)

REBUILD BRICK TO INSTALLNEW THRU-WALL FLASHING.SEE SECTION 1/108.

LINE OF EXIST. THRU-WALL FLASHING (VIF)

APPROX. LINE OF EXIST. ROOFON OPP. SIDE OF WALL

REBUILD w/SALVAGED BRICK &LIMESTONE ELEMENTS (TYP)

PROVIDE COUNTERFLASHINGRECEIVER IN CAP FLASHING

APPROX. LINE OF EXIST. ROOFINGTERMINATION & NEW THRU-WALLFLASHING (VIF)

STEP FLASHING @ STEP INEXIST. ROOFING TERMINATION(TYP). SEE DETAIL C/108.

APPROX. LINE OF EXIST. ROOFON OPP. SIDE OF WALL

SEE DETAIL C/107 FORROOFING WORK.

DRAWING NO.

SHEET OF

PROJECT NO.

DATE

DRAWN CHKD

SCALE

DRAWING SET

PR

OJE

CT

NA

ME

DR

AW

ING

TIT

LE

Jose

ph B

. Cal

lagh

an, I

nc.

1617

Joh

n F.

Ken

nedy

Bou

leva

rd16

55 S

ubur

ban

Sta

tion

Bui

ldin

gP

hila

delp

hia,

PA

191

03P

: (21

5) 6

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497

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15) 6

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NO

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VIS

ION

SB

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NG

INE

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SE

AL

JAM

ES

HA

LLR

OW

AN

UN

IVE

RS

ITY

GLA

SS

BO

RO

, NE

W J

ER

SE

YFA

CA

DE

& L

EA

K R

EP

AIR

S

18-5522

AS SHOWN03/16/2018

ESV AR

SCALE: 112" = 1'-0"

NOTE: PROVIDE COUNTERFLASHING RECEIVER IN LIEU OF DRIP EDGE AT ENDSOF WALLS WHERE BRICK IS NOT EXPOSED. SEE PARTIAL ELEVATION X-X.

SCALE: 112" = 1'-0"

SCALE: 14" = 1'-0"

SCALE: 14" = 1'-0"

NOTE: CONTRACTOR TO USE CERTIFIED LIGHTNING PROTECTION VENDOR TO REMOVE ANDREINSTALL THE LIGHTNING PROTECTION TO ACCESS WORK AREAS.

UNA-CLAD PANELw/HONEYCOMB CORE

12" JOINT WIDTH (VIF)

REMOVE EXISTING SEALANT &BACKING MATERIALS & INSTALLNEW BACKER ROD & SEALANT.SEE DETAIL A/109.

EXIST. BRICK TOREMAIN (VIF)

UNA-CLAD PANELw/HONEYCOMB CORE

12" JOINT WIDTH (VIF)

REMOVE EXISTING SEALANT &BACKING MATERIALS & INSTALLNEW BACKER ROD & SEALANT.SEE DETAIL A/109.

34" JOINT WIDTH

(VIF)

EXIST. METL-SPANPANEL

COLD-FORMED METALWALL FRAMING (VIF)

REMOVE GASKET & ALL GASKETSEALANT & INSTALL NEW BACKERROD & SEALANT. SEE DETAIL B/109.

METL-SPANPANEL

COLD-FORMED METALWALL FRAMING (TYP-VIF)

34" JOINT WIDTH

(TYP - VIF)

REMOVE GASKET & ALL GASKETSEALANT & INSTALL NEW BACKERROD & SEALANT. SEE DETAIL B/109.

REMOVE GASKET & ALLGASKET SEALANT &INSTALL NEW BACKERROD & SEALANT. SEEDETAIL X/10X.

METL-SPANPANEL

COLD-FORMED METALWALL FRAMING (VIF)

BRICK FACADE

REMOVE GASKET & ALL GASKETSEALANT & INSTALL NEW BACKERROD & SEALANT. SEE DETAIL B/109.

34" JOINT WIDTH

(VIF)

REMOVE EXISTING SEALANT &BACKING MATERIALS & INSTALLNEW BACKER ROD & SEALANT.SEE DETAIL A/109.

UNA-CLAD PANELw/HONEYCOMB CORE 1

2" JOINT WIDTH (VIF)

UNA-CLAD PANELw/HONEYCOMB CORE

REMOVE EXISTING SEALANT &BACKING MATERIALS & INSTALLNEW BACKER ROD & SEALANT.SEE DETAIL A/109.

12" JOINT

WIDTH (VIF)

JOINT WIDTH 'W'

METL-SPAN PANELURETHANE CORE(TYP)

W/2

BACKER ROD

KYNAR FINISHEDMETL-SPAN PANEL

PREPARE SUBSTRATE FORNEW MATERIALS & PRIME ASREQ'D BY MANUFACTURER.

JOINT WIDTH 'W'

UNA-CLAD PANELHONEYCOMB CORE(TYP)

W/2

BACKER ROD

KYNAR FINISHEDUNA-CLAD PANEL

PREPARE SUBSTRATE FORNEW MATERIALS & PRIME ASREQ'D BY MANUFACTURER.

MASONRY

BACKER ROD

BY MANUFACTURERPRIME AS REQ'D

W/2

ROUT JOINT 3/4" DEEP

TOOLED SEALANT &

MASONRY

JOINT WIDTH 'W'VERIFY IN FIELD

MIN

.

REMOVE ALL EXCESSSEALANT MATL'S FROMJOINT & SUBSTRATE

DRAWING NO.

SHEET OF

PROJECT NO.

DATE

DRAWN CHKD

SCALE

DRAWING SET

PR

OJE

CT

NA

ME

DR

AW

ING

TIT

LE

Jose

ph B

. Cal

lagh

an, I

nc.

1617

Joh

n F.

Ken

nedy

Bou

leva

rd16

55 S

ubur

ban

Sta

tion

Bui

ldin

gP

hila

delp

hia,

PA

191

03P

: (21

5) 6

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SB

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OW

AN

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RS

ITY

GLA

SS

BO

RO

, NE

W J

ER

SE

YFA

CA

DE

& L

EA

K R

EP

AIR

S

18-5522

AS SHOWN03/16/2018

ESV AR

SCALE: HALF SCALE

SCALE: FULL SCALE

SCALE: FULL SCALE

SCALE: 3" = 1'-0"

SCALE: FULL SCALE

NOTE: METAL PANEL JOINT WIDTHS MAY VARY (VERIFY IN FIELD).

NOTE: METAL PANEL JOINT WIDTHS MAY VARY (VERIFY IN FIELD).

NOTE: CONTROL JOINT WIDTHS MAY VARY (VERIFY IN FIELD).

FIRESTONE INSULATION

SUBSTRATE

WALL / CURB

RUBBERGARD EPDM MEMBRANE

1-1/4

" (32

mm)

TO

1-1/2

" (38

mm)

QUICKSEAM RPF STRIP (SEE NOTE #2)

QUICKPRIME PLUS

QUICKSEAM RPF STRIP MUST EXTEND1/2" (13 mm) ABOVE 2" METAL PLATE

FIRESTONE FASTENER AND 2" METAL PLATE@ 12"(305 mm) O.C. MAX. (SEE NOTE #2).

USE APPROPRIATE FIRESTONEBONDING ADHESIVE. (SEE NOTE #3)

USE APPROPRIATE FIRESTONEBONDING ADHESIVE. (SEE NOTE #3)

RUBBERGARD EPDM MEMBRANE

FIRESTONE TERMINATION BAR (SEE NOTES)

NOTES:1. REFER TO FIRESTONE WEBSITE FOR MOST

CURRENT INFORMATION.

2. INSTALL FIRESTONE TERMINATION BAR WITH 14" (6 mm) GAP BETWEEN ADJOINING SECTIONS.3. TERMINATION BAR MUST BE CUT AT INSIDE AND

OUTSIDE CORNERS. DO NOT BEND AROUNDCORNERS.

4. TERMINATION BAR MUST BE FASTENED WITHIN1" (25 mm) MAX. OF ALL SECTION ENDS.

5. APPLY WATERBLOCK IN A 38" (10 mm) TO 12" (13 mm) BEAD AT APPROXIMATELY 10 LF PER

TUBE.

WALLS / CURBS

(MASONRY/

CONCRETE

SUBSTRATE

ONLY

APPROPRIATE FIRESTONE FASTENER12" (305mm) O.C. MAX.

CONTINUOUS BEAD OFFIRESTONE AP SEALANT

CONTINUOUS BEAD OFFIRESTONE WATERBLOCK (SEE NOTE 5)

USE APPROPRIATE FIRESTONEBONDING ADHESIVE

RUBBERGARD EPDMTERMINATION BAR (SEE NOTES)

AP SEALANT

WALL/SUBSTRATE

1/4" (

6 MM)

GAP

F B P C O

F B P C O

F B

P C

O

APPROPRIATE FIRESTONE FASTENER

QUICKPRIME PLUS

RUBBERGARD EPDM MEMBRANE

3" QUICKSEAM SPLICE TAPERUBBERGARD EPDM MEMBRANE

(SEE NOTE #2)

SLOPE (SEE NOTES)

1/8" (3 mm) TO 1/2" (13mm)

1" (25 mm) MIN.

SPLICE TAPE OVERLAP

RUBBERGARD EPDM MEMBRANE

RUBBERGARD EPDM MEMBRANE

LAP SEALANT (SEE NOTES)

3" (76 mm) MIN.

3" (76 mm) MIN.

QUICKSEAM T-JOINT COVER (SEE NOTE #3)

QUICKSEAM SPLICE TAPE ATFIELD SEAM (SEE NOTE #3)

RUBBERGARD EPDM MEMBRANE

3" (76 mm) MIN.

USE APPROPRIATE

BASE TIE-IN DETAIL

3" QUICKSEAM SPLICE TAPEAT CURB OR WALL SYSTEM

CONTINUOUS BEADOF LAP SEALANT

(SEE NOTE #2)

QUICKSEAM JOINTCOVER (SEE NOTE #3)

3" QUICKSEAM SPLICE TAPEAT FIELD SEAM (SEE NOTE #3)

1" (25 mm) MIN.

CONTINUOUS BEAD OF LAP SEALANT

QUICKSEAM PRODUCT

RUBBERGARD EPDM MEMBRANE

SEAM EDGE TREATMENT FOR QUICKSEAM PRODUCTS

1" (25 mm) MIN.

RUBBERGARD EPDM MEMBRANE

QUICKSEAM SPLICE TAPE

RUBBERGARD EPDM

SEAM EDGE TREATMENT AT LAP SPLICE

MEMBRANE

CONTINUOUS BEADOF LAP SEALANT

BRUSH APPLIEDSPLICE ADHESIVE

BRUSH APPLIEDSPLICE ADHESIVE

QUICKSEAM CORNER FLASHINGRUBBERGARD EPDM MEMBRANE

3" QUICKSEAM SPLICE TAPE

3" (76 mm) MIN.

3" (76 mm) MIN.

3" (76 mm) MIN.

RUBBERGARD EPDM MEMBRANEOR QUICKSEAM CURB FLASHING

USE APPROPRIATE

BASE TIE-IN DETAIL

CONTINUOUS BEAD OF FIRESTONELAP SEALANT (SEE NOTE #2)

USE APPROPRIATE

TERMINATION DETAIL

3" QUICKSEAM SPLICE TAPE

3" (76 mm) MIN.

2" (50

mm)

3" RUBBERGARD EPDM MEMBRANE FLAP

3" (76 mm) MIN.

RUBBERGARD EPDM MEMBRANE

QUICKSEAM CORNER FLASHING(CENTERED IN CORNER)

USE APPROPRIATE

TERMINATION DETAIL

5" QUICKSEAM FLASHING(CENTERED OVER QUICKSEAM

CORNER FLASHING)

USE APPROPRIATE

BASE TIE-IN

CONTINUOUS BEAD OFLAP SEALANT (SEE NOTE #2)

WAL

L / C

URB

12" (

305 m

m) O

.C. M

AX.

6" (152 mm) MAX.

WAL

L / C

URB

6" (152 mm) 1-1/2" (38 mm)

FIRESTONE QUICKSEAMRPF STRIP (TYPICAL)

DRAWING NO.

SHEET OF

PROJECT NO.

DATE

DRAWN CHKD

SCALE

DRAWING SET

PR

OJE

CT

NA

ME

DR

AW

ING

TIT

LE

Jose

ph B

. Cal

lagh

an, I

nc.

1617

Joh

n F.

Ken

nedy

Bou

leva

rd16

55 S

ubur

ban

Sta

tion

Bui

ldin

gP

hila

delp

hia,

PA

191

03P

: (21

5) 6

65-0

497

F: (2

15) 6

65-1

345

ww

w.jb

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com

NO

.D

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RE

VIS

ION

SB

YE

NG

INE

ER

SE

AL

JAM

ES

HA

LLR

OW

AN

UN

IVE

RS

ITY

GLA

SS

BO

RO

, NE

W J

ER

SE

YFA

CA

DE

& L

EA

K R

EP

AIR

S

18-5522

AS SHOWN03/16/2018

ESV AR

SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE

SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE

SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE