B08_Attachment_2_-_Drawings.pdf

SheetMark REVISION Date Initial QUALITY DESIGN CERTIFICATION Prepared in Accordance with Design Development (Title I)

OR

Variance from Design Development (Title I) Approved by Superintendent on

OR

Construction Drawing Not Preceded By Design Development (Title I)

Date

Date

Project Manager Date

BOSTON NATIONAL HISTORIC PARK

SUFFOLK MASSACHUSETTSNORTH ATLANTIC

CHARLESTOWN NAVY YARD

REPLACE USS CONSTITUTION MUSEUM CONNECTOR ROOF

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

SHEET

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

OF

BOST 256859

A/E FIRM

BBIX,LLC.

102 SOUTH STREET, UNIT 3

BOSTON, MA 02111

MASSACHUSETTS

BOSTON NATIONAL HISTORICAL PARK

179756

6/ 9/

:4

0:

P M

G :\B

BI

X\

.0

C

H

AR

LE

ST

O W

N N

AV

Y

YA

R

D \D

R

AW

IN

G

S\

0% S

U

BM

IS

SI

O N

\R

EV

IT

\U

SS

C

O N

ST

IT

U

TI

O N

M U

SE

U

M C

O N

N

EC

TO

R

R O

O F.

rv t

BID SET

06/10/2022

SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

3 AD-101 ROOF DEMOLITION PLAN AND NOTES

4 A-101 ROOF PLAN

5 A-501 ROOF DETALS

6 A-502 EPDM ROOFING DETAILS

7 A-503 EPDM ROOFING DETAILS

PROJECT

LOCATION

1 7

X

X-XXX

TYP

DETAIL NUMBER

EXTERIOR ELEVATION

xx 1/8" = 1'-0" View Name

1/8" = 1'-0" View Namexx

X-XXXX

NORTH ARROW

SHEET NUMBER

VIEW NAME

VIEW SCALE

INDICATES PLAN NORTH

VIEW NUMBER

VIEW NAME

INDICATES TRUE NORTH

VIEW SCALE

VIEW NUMBER

A101

SIM

VIEW NUMBER

SHEET NUMBER

TYPICAL VIEW TITLE

DETAIL VIEW TITLE

DETAIL SECTION

A101

SIM

VIEW NUMBER

SHEET NUMBER

BUILDING SECTION

REFERENCE LABEL

(WHERE INDICATED)

INDICATES ELEVATION

TYPICAL CONDITION

INDICATES THE CONDITION IS

SIMILAR TO THE REFERRING

DETAIL

NAME

ELEVATION

SHEET NUMBER

LEVEL MARKER

SPOT ELEVATION

KEYED NOTE TAG

STRUCTURAL GRID

LEVEL ELEVATION

LEVEL NAME

XX'-X"

KEYED NOTE VALUE

GENERAL CONSTRUCTION NOTES:

'ALIGN' MEANS TO ACCURATELY LOCATE FINISHED FACES IN SAME PLANE.

DIMENSIONS ARE TO FACE OF CMU OR G.W.B. FINISH UNLESS NOTED

OTHERWISE.

CONTRACTOR SHALL INVESTIGATE JOB SITE TO COMPARE CONTRACT

DOCUMENTS AND EXISTING CONDITIONS. INCLUDE COST FOR ALL

WORK DESCRIBED IN CONTRACT DOCUMENTS AND REQUIRED OR

IMPLIED BY EXISTING CONDITIONS. NOTIFY

CONTRACTING OFFICER OF ANY CONFLICTS BETWEEN EXISTING

CONDITIONS AND NEW WORK, OMISSIONS OR CONFLICTS IN THE

DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OF

THE WORK.

CONTRACTOR SHALL FULLY ACQUAINT THEMSELF WITH THE

CONDITIONS OF THE CONTRACT, LOCAL CONDITIONS RELATING TO

LOCATION, ACCESSIBILITY AND GENERAL CHARACTER OF THE

CONSTRUCTION SITE AND LOCAL LABOR CONDITIONS SO THAT THEY

UNDERSTAND THE NATURE, EXTENT, DIFFICULTIES, AND RESTRICTIONS

RELATED TO THE EXECUTION OF WORK. NOTIFY CONTRACTING OFFICER

OF ALL DISCREPANCIES PRIOR TO COMMENCING WORK.

CONTRACTOR SHALL PROVIDE, AND PAY FOR ALL MATERIALS,

LABOR, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT,

WAREHOUSING, TRANSPORTATION AND DELIVER COSTS, HOISTING,

REMOVAL OF TRASH AND DEBRIS, AND OTHER FACILITIES AND

SERVICES NECESSARY FOR THE EXECUTION AND COMPLETION OF

THE WORK.

ALL WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR

UNLESS OTHERWISE NOTED. ALL REFERENCES TO THE

"CONTRACTOR" INCLUDE THE GENERAL CONTRACTOR AND THE

SUBCONTRACTORS.

1.

2.

4.

5.

6.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR, AND HAVE

CONTROL OVER, ALL CONSTRUCTION MEANS, TECHNIQUES,

SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL

PORTIONS OF THE WORK REQUIRED BY THE CONTRACT

DOCUMENTS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS

AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES,

SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND

ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A

CONTRACT WITH A CONTRACTOR.

OTHER CONTRACTORS AND THEIR SUBCONTRACTORS MAY BE

WORKING ON THE PREMISES SIMULTANEOUS WITH THE DURATION

OF THIS CONTRACT. NO ACTION SHALL BE TAKEN ON THE PART OF

THIS CONTRACTOR OR ANY SUBCONTRACTOR TO IMPEDE THE

ACCESS OR OPERATION OF ANY OTHER CONTRACTOR ON THE

PREMISES.

CONTRACTOR SHALL ISSUE COMPLETE SETS OF THE CONTRACT

DOCUMENTS TO EACH OF THE SUBCONTRACTORS FOR COORDINATION OF

THEIR WORK AND DESCRIPTION OF SCOPE. COORDINATE ALL DEMOLITION

AND CONSTRUCTION WITH OTHER TRADES.

CONTRACTOR SHALL COMPLY AND COORDINATE ALL WORK WITH THE

GOVERNMENT REPRESENTATIVE REGARDING HEAT, WATER, ELECTRICITY,

DELIVERIES, ACCESS, EXTERIOR STORAGE AVAILABILITY, NOISE CONTROL,

TRASH AND DEBRIS REMOVAL, HOISTING, AND ANY OTHER UTILITIES OR

OWNER'S RULES AND REGULATIONS CONCERNING THE PROJECT SITE.

7.

8.

9.

10.

11.

12.

CONTRACTOR SHALL PROCURE MATERIALS SO AS NOT TO DELAY

SUBSTANTIAL COMPLETION. NOTIFY CONTRACTING OFFICER WITHIN 5

DAYS OF EXECUTION OF CONTRACT OF ANY MATERIAL DELIVERY WHICH

COULD DELAY COMPLETION OF CONTRACT.

CONTRACTOR SHALL COORDINATE SCHEDULING, PROVISIONS FOR

INSTALLATION, LOCATIONS AND THE ACTUAL INSTALLATION OF

ITEMS FURNISHED BY GOVERNMENT OR BY OTHERS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.

CONTRACT DRAWINGS ARE NOT INTENDED TO REPRESENT EXACT

DIMENSIONS. FIELD DIMENSIONS ARE THE RESPONSIBILITY OF THIS

CONTRACTOR FOR ALL PHASES INCLUDING

BIDDING, FABRICATION, COORDINATION AND CONSTRUCTION.

DO NOT SCALE DRAWINGS: WRITTEN DIMENSIONS GOVERN.

16.

15.

14.

13.

17.

CHANGES IN DRAWINGS OR ACTUAL WORK SHALL BE ISSUED BY THE

CONTRACTING OFFICER.

CONTRACTOR SHALL EXAMINE ALL SURFACES TO DETERMINE THAT THEY

ARE SOUND, DRY, CLEAN AND READY TO RECEIVE FINISHES PRIOR TO

INSTALLATION. START OF INSTALLATION SHALL IMPLY ACCEPTANCE OF

SUBSTRATE AND SHALL NOT BE GROUNDS FOR CLAIMS AGAINST

IMPROPER PERFORMANCE OF INSTALLED MATERIALS.

18.

PERFORM ALL WORK AND INSTALL MATERIALS IN STRICT

ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND

INSTRUCTIONS AND IN A MANNER CONSISTENT WITH INDUSTRY

STANDARD OF WORKMANSHIP.

WORK DAMAGED DURING CONSTRUCTION OR NOT CONFORMING

TO SPECIFIED STANDARDS, TOLERANCES OR MANUFACTURER'S

INSTRUCTIONS FOR INSTALLATION SHALL BE REPLACED, BY THE

CONTRACTOR, AT NO ADDITIONAL CHARGE TO THE OWNER.

23.

24.

25.

26.

27.

29.

30.

CONTRACTOR TO REMOVE ANY STRAY PAINT, DIRT, OR STAINS

INCURRED DURING THE CONSTRUCTION PROCESS. CONTRACTOR SHALL

BE RESPONSIBLE FOR REMOVING ALL TEMPORARY EQUIPMENT

COVERINGS USED DURING CONSTRUCTION AND HE SHALL ALSO BE

RESPONSIBLE FOR REMOVING HIS TRASH OFF OF THE JOB SITE DAILY.

28.

THE CONTRACTOR SHALL PERFORM ALL CUTTING & WELDING IN

COMPLIANCE WITH THE PUBLISHED STANDARDS OF N.F.P.A. THE

CONTRACTOR SHALL PROVIDE FIRE WATCHES FOR ALL CUTTING,

GRINDING, AND WELDING OPERATIONS. THE TRAINING OF THESE FIRE

WATCHES AND THE USE OF THE CONTRACTOR'S SUPPLIED FIRE

EXTINGUISHERS IS THE RESPONSIBILITY OF THE CONTRACTOR.

ANY STRUCTURAL MATERIAL NOT SHOWN ON THE DRAWINGS IS TO BE

FURNISHED BY THE GENERAL CONTRACTOR.

ANY AREA OUTSIDE THE LIMITS OF CONSTRUCTION DISTURBED BY

OPERATIONS OF THE CONTRACTOR SHALL BE RESTORED AT THE

CONTRACTORS EXPENSE.

WHEREVER A FOAM BACKER ROD AND SEALANT ARE USED, THE

SEALANT AND BACKER ROD MUST BE COMPATIBLE WITH EACH OTHER.

USE A SIZE BACKER ROD THAT COMPRESSES 25% WHEN INSERTED

INTO THE JOINT. (TYPICAL ALL JOINTS)

19.

20.

SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE ROOF

IS TURNED OVER FROM THE CONTRACTOR TO THE NATIONAL PARK

SERVICE. ADDITIONAL TOUCH-UP OR MINOR INSTALLATION WORK MAY

BE INCOMPLETE.

CONTRACTOR SHALL PROVIDE A WARRANTY TO THE OWNER THAT ALL

MATERIALS, AND EQUIP. FURNISHED AND INSTALLED UNDER THIS

CONTRACT SHALL BE NEW, UNLESS OTHERWISE SPECIFIED, AND THAT ALL

WORK SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS

AND SHALL CONFORM TO THE CONTRACT DOCUMENTS.

22.

21.

FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL

COMPLETION, CONTRACTOR SHALL PROMPTLY CORRECT WORK FOUND

NOT TO BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

CONTRACTOR SHALL BEAR ALL COST OF CORRECTIONS.

31.

AUTHORITY OF ARCHITECT/ ENGINEER WILL BE DELEGATED FROM NPS

CONTRACTING OFFICER (CO).

ALL FIELD COMMUNICATIONS FROM CONTRACTOR MUST BE SUBMITTED

TO THE CO.

ALL FIELD APPROVALS MUST BE ISSUED TO THE CONTRACTOR

THROUGH THE CO OR CONTRACTING OFFICER'S REP (COR).

3.

A/E FIRM

BBIX,LLC.

102 SOUTH STREET, UNIT 3

BOSTON, MA 02111 OF

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

SHEET

TITLE OF SHEET

REPLACE USS CONSTITUTION MUSEUM CONNECTOR ROOF

BOSTON NATIONAL HISTORIC PARK

DRAWN:

179756

6/ 7/

:1

1:

P M

G :\B

BI

X\

.0

C

H

AR

LE

ST

O W

N N

AV

Y

YA

R

D \D

R

AW

IN

G

S\

0% S

U

BM

IS

SI

O N

\R

EV

IT

\U

SS

C

O N

ST

IT

U

TI

O N

M U

SE

U

M C

O N

N

EC

TO

R

R O

O F.

rv t

GENERAL NOTES,

SYMBOLS &

ABBREVIATIONS

G-002

EJB

EJB

JPD

06/10/2022

SYMBOLS LEGEND

ABA ARCHITECTURAL BARRIERS ACT

ABO ADDITIVE BID OPTION

ACC ACCESSORY

AD AREA DRAIN

ADD ADDENDUM

ADJ ADJACENT

AFF ABOVE FLOOR FINISH

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPRO

X

APPROXIMATE

ARCH ARCHITECTURAL

BD BOARD

BG BUMPER GUARD

BL BUILDING LINE

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BU ROD BACK UP ROD

BUR BUILT-UP ROOF

C TO C CENTER TO CENTER

CBB CONCRETE BACKER BOARD

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CONRTACTING OFFICER

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

COR CONRACTING OFFICER'S

REPRESENTATIVE

CT CERAMIC TILE

CTR CENTER

CW CURTAIN WALL

D DEPTH

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DS DOWN SPOUT

DTL DETAIL

DWG DRAWING

DWGS DRAWINGS

DWLS DOWELS

EA EACH

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

EQUIP EQUIPMENT

ESC ESCALATOR

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXP

BOLT

EXPANSION BOLT

EXT EXTERIOR

FA FIRE ALARM

FAU FORCED AIR UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLOUR FLOURESCENT

FLR FLOOR

FO FACE OF

FR FIRE RESISTIVE

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GFRC GLASS FIBER REINFORCED

CONCRETE

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GRG GLASS REINFORCED GYPSUM

GYP GYPSUM

GYP BD GYPSUM BOARD

H HIGH

HB HOSE BIB

HC HOLLOW CORE

HD HEAD

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTR HEATER

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

K KIPS (1,000 LB)

KO KNOCK OUT

KP KICK PLATE

KS KNEE SPACE

KSF KIPS PER SQUARE FOOT

L ANGLE

LAM LAMINATE

LAV LAVITORY

LB POUND (WIEGHT)

LF LINEAL FOOT

LG LONG

LIN LINEAR, LINEAL

LL LIVE LOAD

LOC LOCATION

LP LOW POINT

LT LIGHT

LWC LIGHT WEIGHT CONCRETE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFIED

MOD

BIT

MODIFIED BITUMEN

MSL MEAN SEA LEVEL

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O TO O OUTSIDE TO OUTSIDE

OA OVERALL

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED, OWNER

INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OTS OPEN TO STRUCTURE

OVHD OVERHEAD

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PD PLANTER DRAIN

PERF PERFORATED

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POL POLISHED

POLYIS

O

POLYISOCYANURATE

PORT

CEM

PORTLAND CEMENT

PR PAIR

PREFA

B

PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAINTED

R RISER, REFRIGERATOR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

RECP RECEPTABLE

REF REFER OR REFERENCE

REINF REINFORCING

RELOC RELOCATED

REQD REQUIRED

RFVC RECESSED FIRE VALVE CABINET

RM ROOM

RO ROUGH OPENING

RWL RAIN WATER LEADER

SAB SOUND ATTENUATION BLANKET

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SED STANDARD EMBASSY DESIGN

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SP STAND PIPE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK

THOLD THRESHOLD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOSHP TOP OF STEEL HIGH POINT

TOSLP TOP OF STEEL LOW POINT

TOSMP TOP OF STEEL MIDPOINT

TOSTL TOP OF STEEL

TS TUBE STEEL

TW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENDING

VAR VARIES

VCT VINYL COMPOSITE TILE

VET VERTICAL

VWC VINYL WALL COVERING

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WH WATER HEATER

WL WIND LOAD

WP WATERPROOFING

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

ABBREVIATIONS

2 7

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO THE

FOLLOWING:

1. ERECT AND MAINTAIN TEMPORARY STAGING, LIGHTS, BARRICADES, WARNING

SIGNS, AND GUARDS NECESSARY TO PROTECT BUILDING OCCUPANTS, AND

ADJOINING TENANTS FROM INJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH

APPLICABLE CODES AND REGULATIONS.

2. DO NOT CLOSE OR OBSTRUCT THE PATH OF EGRESS, CORRIDORS, OR OTHER

OCCUPIED OR USED SPACES. UTILITY INTERRUPTIONS REQUIRE COORDINATION

WITH THE OWNER AND A MINIMUM 15 CALENDAR DAY ADVANCE NOTICE TO THE

OWNER. IF NECESSARY PROVIDE TEMPORARY UTILITIES.

3. PRIOR TO OBSTRUCTION OF EGRESS PATHS OR IMPAIRMENT OF FIRE/LIFE

SAFETY COMPONENTS, THE NFPA 241 AND IMPAIRMENTS PLANS MUST BE

SUBMITTED FOR APPROVAL BY DESIGN TEAM FIRE PROTECTION ENGINEER WHO

IS LICENSED PROFESSIONAL ENGINEER (IN FIRE PROTECTION ENGINEERING)

(DTFPEPE).

4. CEASE OPERATION IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE

ENDANGERED. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL

OPERATIONS CAN BE CONTINUED PROPERLY.

5. IN COMPANY OF THE CONTRACTING OFFICER, THE CONTRACTOR WILL VISIT THE

SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION

REQUIRED PRIOR TO STARTING THE WORK. CAREFULLY IDENTIFY THE LIMITS OF

SELECTIVE DEMOLITION. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE

THE WORKMEN TO ALSO IDENTIFY THE ITEMS TO BE REMOVED AND STORED, AS

WELL AS THE ITEMS TO BE LEFT IN PLACE INTACT.

6. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO

OTHER TENANTS OF THE BUILDING, THE PUBLIC, NEIGHBORING BUILDINGS, AND

TO ANY OTHER WORK BEING PERFORMED.

7. EXECUTE DEMOLITION WORK TO ENSURE THE SAFETY OF PERSONS AND

ADJACENT PROPERTY AGAINST DAMAGE BY DEBRIS. CONTRACTOR WILL TAKE

PROTECTIVE MEASURES TO PREVENT DUST FROM GETTING INTO DUCTS.

8. IN THE EVENT OF DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE

DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL OF THE

CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE OWNER. IT SHALL BE

THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO

EXISTING FEATURES AS A RESULT OF THIS WORK. DAMAGED ITEMS SHALL BE

REPLACED IN KIND AND AT NO ADDITIONAL COST TO THE OWNER.

9. COORDINATE THE DISCONNECT, REMOVAL AND RE-INSTALLATION OF ALL

EXISTING ELECTRICAL AND MECHANICAL EQUIPMENT

10. IF FOUND, THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ANY

HAZARDOUS MATERIALS AND IN DOING SO SHALL COMPLY WITH ALL APPLICABLE

OSHA REGULATIONS AND ALL OTHER FEDERAL, STATE AND LOCAL GUIDELINES

REGARDING LEAD-CONTAINING MATERIAL REMOVAL AND DISPOSAL.

11. THE GOVERNMENT AND DESIGN PROFESSIONALS SHALL NOT BE HELD

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS OR FOR THE

CONTRACTORS FAILURE TO CARRY OUT THE WORK IN STRICT ACCORDANCE

WITH THE CONSTRUCTION DOCUMENTS. OWNER SHALL NOT BE RESPONSIBLE

FOR ERRORS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR

THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING ANY OF

THE WORK.

12. SUBMIT DEMOLITION SCHEDULE FOR APPROVAL INCLUDING SCHEDULE AND

METHODS OF CAPPING AND CONTINUING UTILITY SERVICE.

DEMOLITION NOTES

BLDG 28

BLDG 22

SUBSTATION

5 5 5 5 5

5 5 5 5 5 5 5 5

7 7

AD-101 3

AD-101 2

AD-1014

AD-1017

AD-101

AD-101

LEGEND

EXTENT OF DEMOLITION

BUILDING 22

SUBSTATION

MUSEUM CONNECTOR

BU

IL

D

IN

G

KEY PLAN

EXISTING MONITOR ROOF NOT IN CONTRACT

REMOVE 4-PLY BUILT-UP ROOF SYSTEM WITH BALLAST AND TAPERED ROOF

INSULATION. 3/4" PLYWOOD DECK TO REMAIN. PREPARE SURFACE FOR NEW

MEMBRANE ROOF SYSTEM. DISCONNECT, REMOVE AND SAFELY STORE ALL HEAT

TRACE CABLE TO BE REINSTALLED.

REMOVE COPPER FLASHING AND ALL UPTURNED ASPHALT FLASHING MATERIAL,

COORDINATE WITH MASONRY REPAIRS, PMIS No. BOST325372

REMOVE COPPER FLASHING AND ALL UPTURNED ASPHALT FLASHING MATERIAL

REMOVE BREATHER VENT, PREPARE OPENING FOR NEW VENT

REMOVE DOME COVER OF ROOF DRAIN. MAINTAIN OUTLET BOWL, CLAMP RING AND

FIXING BOLTS. PROTECT EXISTING 3" DRAIN PIPE FROM DEMOLITION DEBRIS

REMOVE COPPER PARAPET CAP FLASHING AND ALL UPTURNED ASPHALT FLASHING

MATERIAL

REMOVE COPPER OVERFLOW SCUPPER

REMOVE BUILT-UP ROOF MATERIAL FROM UNDER MONITOR WINDOW WALLS.

PRESERVE EXISTING COPPER FLASHING AT BASE OF WINDOW WALL. PREPARE

SURFACE FOR NEW ROOFING SYSTEM.

MAKE SAFE, DISCONNECT AND REMOVE ROOF MOUNTED CONDENSING UNIT. SAFELY

STORE IN LOCATION TO BE DETERMINED BY THE NPS.

DEMOLITION KEY NOTES

A/E FIRM

BBIX,LLC.

102 SOUTH STREET, UNIT 3

BOSTON, MA 02111 OF

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

SHEET

TITLE OF SHEET

REPLACE USS CONSTITUTION MUSEUM CONNECTOR ROOF

BOSTON NATIONAL HISTORIC PARK

DRAWN:

179756

6/ 7/

:3

2:

P M

G :\B

BI

X\

.0

C

H

AR

LE

ST

O W

N N

AV

Y

YA

R

D \D

R

AW

IN

G

S\

0% S

U

BM

IS

SI

O N

\R

EV

IT

\U

SS

C

O N

ST

IT

U

TI

O N

M U

SE

U

M C

O N

N

EC

TO

R

R O

O F.

rv t

ROOF DEMOLITION PLAN

AND NOTESAD-101

EJB

EJB

JPD

06/10/2022

3/16" = 1'-0"1 DEMOLITION ROOF PLAN

NTS3 BUILDING 28 FLASHING

NTS2 ROOF LOOKING EAST

NTS4 ROOF LOOKING WEST NTS5 NORTH WEST CORNER

NTS6 NORTH SCUPPER

NTS7 CONDENSING UNITS

3 7

PLAN NORTH

BLDG 28

BLDG 22

SUBSTATION

BUILDING 22

SUBSTATION

MUSEUM CONNECTOR

BU

IL

D

IN

G

KEY PLAN

A-501

A-501

A-501

A-501

10 10 10101010

10 10 10 10 10 10 10 10

A-501

TYP

A-501

TYP

A-501

A-501

A-501

A-501

1/4"/12", MIN.

TYPICAL

TYP

ROOF PLAN KEY NOTES

FULLY ADHERED EPDM ROOF WITH TAPERED INSULATION

MONITOR ROOF, NOT IN CONTRACT

GRANITE WALL

GRANITE WALL WITH CURB

BRICK WALL

BRICK WALL WITH CURB

PARAPET WITH COPPER COPING

COPPER OVERFLOW SCUPPER

COPPER OVERFLOW SCUPPER, CONNECT TO DOWNSPOUT

ROOF DRAIN

ROOF BREATHER VENT

REINSTALLED EXISTING CONDENSING UNITS

WALK PADS, COORDINATE LOCATIONS WITH USER

A/E FIRM

BBIX,LLC.

102 SOUTH STREET, UNIT 3

BOSTON, MA 02111 OF

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

SHEET

TITLE OF SHEET

REPLACE USS CONSTITUTION MUSEUM CONNECTOR ROOF

BOSTON NATIONAL HISTORIC PARK

DRAWN:

179756

6/ 7/

:1

0:

P M

G :\B

BI

X\

.0

C

H

AR

LE

ST

O W

N N

AV

Y

YA

R

D \D

R

AW

IN

G

S\

0% S

U

BM

IS

SI

O N

\R

EV

IT

\U

SS

C

O N

ST

IT

U

TI

O N

M U

SE

U

M C

O N

N

EC

TO

R

R O

O F.

rv t

ROOF PLAN

A-101

EJB

EJB

JPD

06/10/2022

1/4" = 1'-0"1 ROOF PLAN

SCALE IN FEET - 1/4" = 1'-0"

4' 2' 0' 4' 12'8'

PLAN NORTH

4 7

TERMINATION PER ROOFING

MANUFACTURER INSTRUCTION

EXISTING STRUCTURE

TO REMAIN

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EPDM ROOF MEMBRANE

COPPER FLASHING AND REGLET

COPPER FLASHING SLOPED TO ROOF

CONTINUOUS SEALANT OVER

BACKER ROD

S.S. DRIVE PINS

WITH NYLON

SLEEVES, 6" O.C.

A-501

TERMINATION PER ROOFING

MANUFACTURER INSTRUCTION

EXISTING STRUCTURE

TO REMAIN

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EPDM ROOF MEMBRANE

COPPER FLASHING AND REGLET

CONTINUOUS BACKER ROD

AND SEALANT

S.S. DRIVE PINS

WITH NYLON

SLEEVES, 6" O.C.

A-501

TERMINATION PER ROOFING

MANUFACTURER INSTRUCTION

EXISTING STRUCTURE

TO REMAIN

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EPDM ROOF MEMBRANE

COPPER FLASHING AND REGLET

CONTINUOUS BACKER ROD AND SEALANT

S.S. DRIVE PINS

WITH NYLON

SLEEVES, 6" O.C. A-501

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

REPLACEMENT DRAIN,

ZURN RD2150 OR EQUAL

EXISTING PLYWOOD DECK

EXISTING ROOF DRAIN BODY

EXISTING 3" LEADER PIPE, FIELD

VERIFY DIAMETER

EPDM ROOF MEMBRANE

EXISTING STRUCTURE

TO REMAIN

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EXISTING CURB, TYP.

EPDM ROOF MEMBRANE,

EXTEND OVER TOP OF CURB

EXISTING STRUCTURE

TO REMAIN

NEW COPPER BREATHER VENT

WITH INSECT SCREEN

V.I.F.

1' - 0"

8"

EXISTING PARAPET AND ROOF

STRUCTURE TO REMAIN

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EPDM ROOF MEMBRANE, EXTEND

OVER TOP OF PARAPET WALL

CLEATED COPPER COPING.

PROVIDE IN TEN FOOT LENGTHS,

SOLDER ALL LAP JOINTS

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EPDM ROOF MEMBRANE

PARAPET BEYOND

EXISTING ROOF

STRUCTURE TO REMAIN

4"

EPDM ROOF MEMBRANE FLASHING

COPPER SCUPPER FLASHING

EXISTING STRUCTURE

TO REMAIN

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EPDM ROOF MEMBRANE

COPPER FLASHING AND REGLET,

REFER TO DETAIL 4 ON THIS SHEET

COPPER SCUPPER FLASHING

MASONRY WALL BEYOND

EPDM ROOF MEMBRANE FLASHING

CURB BEYOND

TERMINATION PER ROOFING

MANUFACTURER INSTRUCTION

EXISTING STRUCTURE

TO REMAIN

TAPERED INSULATION, MIN. 1/4"

PER FOOT SLOPE TO DRAIN

EXISTING PLYWOOD DECK

EPDM ROOF MEMBRANE

EXISTING COPPER FLASHING.

COORDINATE WITH DEMOLITION,

RESOLDER JOINTS AND CORNER LAPS

EXISTING WINDOW

COPPER REGLET FLASHING

SLOPED TO EXTERIOR

CONTINUOUS BACKER ROD

AND SEALANT. DUST

SURFACE OF SEALANT WITH

SAND MATCHING MORTAR

S.S. DRIVE PINS

WITH NYLON

SLEEVES, 6" O.C.

3/8"

5/ 8"

1"

MASONRY WALL

A/E FIRM

BBIX,LLC.

102 SOUTH STREET, UNIT 3

BOSTON, MA 02111 OF

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

SHEET

TITLE OF SHEET

REPLACE USS CONSTITUTION MUSEUM CONNECTOR ROOF

BOSTON NATIONAL HISTORIC PARK

DRAWN:

179756

6/ 7/

:1

0:

P M

G :\B

BI

X\

.0

C

H

AR

LE

ST

O W

N N

AV

Y

YA

R

D \D

R

AW

IN

G

S\

0% S

U

BM

IS

SI

O N

\R

EV

IT

\U

SS

C

O N

ST

IT

U

TI

O N

M U

SE

U

M C

O N

N

EC

TO

R

R O

O F.

rv t

ROOF DETALS

A-501

EJB

EJB

JPD

06/10/2022

1 1/2" = 1'-0"1 ROOF FLASHING AT WALL WITH CURB

1 1/2" = 1'-0"2 ROOF FLASHING AT BRICK WALL

1 1/2" = 1'-0"3 ROOF FLASHING AT GRANITE WALL

1 1/2" = 1'-0"5 ROOF DRAIN SECTION

1 1/2" = 1'-0"6 ROOF BREATHER VENT SECTION

1 1/2" = 1'-0"10 TYPICAL PARAPET SECTION

1 1/2" = 1'-0"8 TYPICAL SCUPPER SECTION

1 1/2" = 1'-0"9 TYPICAL SCUPPER AT WALL

1 1/2" = 1'-0"7 TYPICAL SECTION AT MONITOR WINDOW WALL

5 7

3" = 1'-0"4 TYPICAL REGLET FLASHING SECTION

EPDM MEMBRANE

8" (2 m

m) M

IN

. A

BO

VE

F

IN

IS

HE

D

RO

OF

RE

QU

IR

ED

NOTES:

1. REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION.

2. REGULAR MAINTENANCE OF COUNTER-FLASHING AND

SEALANT REQUIRED. NOT INCLUDED AS PART OF THE

MANUFACTURER'S WARRANTY

3. METAL COUNTER-FLASHING SHALL BE 24 GAUGE PRE-FINISHED

STEEL OR COPPER, OR .032" MIN. ALUMINUM FORMED WITH HEMMED

LOWER EDGE.

4. INSTALL METAL WORK IN ACCORDANCE WITH CURRENT SMACNA

RECOMMENDATIONS

5. APPLY WATER BLOCK IN A 3/8" (10mm) TO 1/2" (13 mm) BEAD AT

APPROXIMATELY 10 L.F. PER TUBE

(MASONRY/

CONCRETE

SUBSTRATE

ONLY)

USE

APPROPRIATE

BASE TIE-IN

APPROPRIATE MANUFACTURER'S

FASTENER

12" (305 mm) O.C. MAX.

CONTINUOUS BEAD OF

MANUFACTURER'S

AP SEALANT

METAL COUNTERFLASHING BY

OTHERS

3" (76 mm) MIN. FACE (SEE NOTE #3)

USE APPROPRIATE

MANUFACTURER'S

BONDING ADHESIVE

CONTINUOUS BEAD OF

MANUFACTURER'S

AP SEALANT

INSULATION

SUBSTRATE

WALL /PARAPET/ CURB

3" QUICKSEAM SPLICE TAPE

ACCEPTABLE MANUFACTURER'S PRIMER

USE APPROPRIATE

TERMINATION

2" (5

1m m)

M

IN

BATTEN STRIP POSITIONED 1/2" (13mm)

BEYOND WALL/CURB

NOTES:

2. MAXIMUM 10" (254 mm) LONG FASTENERS. (NOTE: WOOD

BLOCKING MAY BE SUBSTITUTED FOR INSULATION TO REDUCE

FASTENER LENGTH REQUIREMENTS).

3. MEMBRANE ADHESIVE REQUIRED BETWEEN MEMBRANE

AND INSULATION FOR FULLY ADHERED SYSTEMS

4. METAL BATTEN REQUIRED FOR 20 YEAR

WARRANTIES.

MANUFACTURER'S BATTEN FASTENED 12" (305mm) O.C.

MAX WITH MANUFACTURER'S FASTENERS AND AP

SEALANT OVER FASTENER HEADS (SEE NOTE #2 & #4)

EPDM MEMBRANE OR QUICKSEAM CURB FLASHING

USE APPROPRIATE MANUFACTURER'S

MEMBRAME ADHESIVE. (SEE NOTE #3)

USE APPROPRIATE MANUFACTURER'S

MEMBRAME ADHESIVE. (SEE NOTE #3)

EPDM MEMBRANE

1. REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION

MANUFACTURER'S INSULATION

SUBSTRATE

CANT STRIP

WOOD NAILER (SEE NOTE)

2" (5

1 m m)

M

IN

BATTEN STRIP POSITIONED

1/4" (6mm) MIN. BEYOND TOE OF CANT

6" (152 mm) MAX.

2. WOOD NAILER MUST BE INSTALLED TO MEET

APPLICABLE BUILDING CODES OR 200 LB. PER

LINEAR FOOT MINIMUM IN ANY DIRECTION.

4. 2" (50.8 mm) METAL PLATES MAY BE USED IN LIEU OF

BATTEN STRIP. EDGE OF PLATE MUST BE POSITIONED

SIMILAR TO BATTEN

5. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE

AND INSULATION FOR ADHERED SYSTEMS

MANUFACTURER'S BATTEN FASTENED

@ 12" (305mm) O.C.MAX. WITH MANUFACTURER'S

FASTENERS AND AP SEALANT OVER FASTENER

HEADS (SEE NOTE #4)

EPDM MEMBRANE

USE APPROPRIATE

TERMINATIONS ACCEPTABLE MANUFACTURER'S PRIMER

CONTINUOUS BEAD OF

SEALANT

EPDM MEMBRANE EXTEND MIN. 3" (76 mm)

PAST SEAM PLATE

NOTES:

1. REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION

WALL/PARAPET

1/2" (13 mm) MIN.

USE APPROPRIATE BASE TIE-IN

1/2" (13 mm) MIN.

EPDM MEMBRANE

ANCHOR CLIP FASTENERS

WOOD NAILER

(SEE NOTE #3)

COPING

USE APPROPRIATE

MANUFACTURER'S

MEMBRANE ADHESIVE

1-1/4" HOT DIPPED GALVANIZED ROOF

NAILS @ 4" (102 mm) O. C. MAX

NOTES:

2. NON-MANUFACTURER'S METAL COPING IS ACCEPTABLE

FOR THE USE IN THIS DETAIL PROVIDED

FABRICATION AND INSTALLATION IS IN

ACCORDANCE WITH CURRENT SMACNA

RECOMMENDATIONS. HOWEVER, WATERTIGHT

INTEGRITY OF WALL AND NON-MANUFACTURER'S METAL

COPING SHALL BE ENSURED BY OTHERS AND

EXCLUDED FROM WARRANTY COVERAGE.

3. WOOD NAILER MUST BE INSTALLED TO MEET

APPLICABLE BUILDING CODES

1. REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION

INSULATION (SEE NOTES)

INSULATION

SUBSTRATE

COMPRESSION RINGSTRAINER BASKET

SUBSTRATE

1/2" (13 mm) MIN.

(SEE NOTE #2)

12" (305 mm)

NOTES:

2. HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF 1/2" (13 mm)

BEYOND CLAMPING RING AND BE LARGER THAN THE DIAMETER OF

THE LEADER PIPE

3. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE

INSULATION WITH APPROPRIATE BONDING SURFACE

4. WATERBLOCK MINIMUM 1/2 OF 10 OZ (295 ml) TUBE PER 4" (102

mm) DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS

5. IN RE-ROOF APPLICATIONS:

-REMOVE EXISTING FLASHING DOWN TO METAL BOWL.

-REPAIR OR REPLACE BROKEN DRAIN COMPONENTS.

-DRILL AND TAP BROKEN DRAIN BOLTS AND REPLACE IF NECESSARY

MEMBRANE SLOPE LIMITS:

A. MAXIMUM SLOPE FOR REINFORCED MEMBRANE

SHALL BE 2" (51 mm) - 12" (305 mm).

B. MAXIMUM SLOPE FOR STANDARD MEMBRANE

SHALL BE 6" (152 mm)/12"(305 mm).

SUMP AREA FIELD SEAM REQUIREMENTS:

A. IF SEAM EDGE IS WITHIN 9" (229 mm) OF DRAIN

COMPRESSION RING, EPDM TARGET PATCH

REQUIRED.

B. IF SEAM EDGE IS WITHIN 9" (229 mm) TO 18" (457 mm)

OF DRAIN COMPRESSION RING, INSTALL A LAYER OF 5"

(127 mm) QUICKSEAM FLASHING CENTERED OVER SEAM EDGE. EXTEND 5" (127 mm) QUICKSEAM FLASHING 3" (76

mm) MIN. BEYOND EDGE OF SUMP.

CONTINUOUS BEAD OF

WATERBLOCK

(SEE NOTE #4)

EPDM MEMBRANE

APPROPRIATE

MEMBRANE ADHESIVE

(ADHERED SYSTEM ONLY)

SEE SLOPE

LIMITS

1. REFER TO MANUFACTURER'S WEBSITE FOR THE MOST

CURRENT INFORMATION

A/E FIRM

BBIX,LLC.

102 SOUTH STREET, UNIT 3

BOSTON, MA 02111 OF

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

SHEET

TITLE OF SHEET

REPLACE USS CONSTITUTION MUSEUM CONNECTOR ROOF

BOSTON NATIONAL HISTORIC PARK

DRAWN:

179756

6/ 7/

:1

0:

P M

G :\B

BI

X\

.0

C

H

AR

LE

ST

O W

N N

AV

Y

YA

R

D \D

R

AW

IN

G

S\

0% S

U

BM

IS

SI

O N

\R

EV

IT

\U

SS

C

O N

ST

IT

U

TI

O N

M U

SE

U

M C

O N

N

EC

TO

R

R O

O F.

rv t

EPDM ROOFING DETAILS

A-502

EJB

EJB

JPD

06/10/2022

NTS1 EPDM DETAIL - WALL TERMINATION

NTS2 EPDM DETAIL - BASE TIE-IN

NTS3 EPDM DETAIL - BASE TIE-IN WITH EXISTING CANT

NTS4 EPDM DETAIL - PARAPET TERMINATION

NTS5 EPDM DETAIL - ROOF DRAIN

6 7

WALL

WALL

QUICKSEAM JOINT COVER AS

CORNER FLASHING (SEE NOTES)

ACCEPTABLE MANUFACTURER'S PRIMER

NON-WELDED METAL SCUPPER SLEEVE

(SEE NOTES)

EPDM MEMBRANE

ACCEPTABLE MANUFACTURER'S PRIMER

MEMBRANE ADHESIVE

9" QUICKSEAM FLASHING CENTERED

OVER 5" QUICKSEAM FLASHING AT BASE

OF SCUPPER ONLY.

5" QUICKSEAM FLASHING

CENTERED OVER

EDGE OF SCUPPER FLANGE

NOTE:

1. REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION.

2. ROUND ALL SHEET METAL FLANGE CORNERS.

CONTINUOUS BEAD OF

MANUFACTURER'S AP

SEALANT

OR HIGH-GRADE

URETHANE SEALANT

CONTINUOUS BEAD OF

MANUFACTURER'S WATERBLOCK

5" QUICKSEAM FLASHING CENTERED

OVER EDGE OF SCUPPER FLANGE.

CONTINUOUS BEAD OF LAP SEALANT

(SEE NOTE #3)

APPROPRIATE FASTENER

4" (102 mm) O.C. MAX.

3. APPLY LAP SEALANT AROUND ENTIRE PERIMETER OF FLASHING.

SUBSTRATE

WALL

1-1/4" HOT DIPPED GALVANIZED ROOF NAILS 4" (102 mm) O.C. MAX

WOOD NAILER (SEE NOTE #4)

EPDM MEMBRANE

NOTES:

1. REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION

2. ROUND ALL SHEET METAL FLANGE CORNERS.

3. APPLY LAP SEALANT AROUND ENTIRE PERIMETER OF FLASHING.

4. WOOD NAILER MUST BE INSTALLED TO MEET

APPLICABLE BUILDING CODES.

5. FLANGE OF METAL MUST BE FULLY SUPPORTED

BY WOOD AND TERMINATED AT LEAST

1/2" (13mm) FROM EDGE OF WOOD.

5" QUICKSEAM FLASHING CENTERED

OVER EDGE OF SCUPPER FLANGE

9" QUICKSEAM FORMFLASH CENTERED OVER 5"

QUICKSEAM FLASHING AT BASE OF SCUPPER ONLY

QUICKSEAM JOINT COVER

AS CORNER FLASHING

APPROPRIATE MANUFACTURER'S

MEMBRANE ADHESIVE (ADHERED

SYSTEMS ONLY)

RO

OF

S

LO

PE

APPROPRIATE MANUFACTURER'S

WALKWAY PAD

2 m m)

30" (762 mm)

ENLARGED TO SHOW SURFACE TEXTURE

3" Q

UI

CK

SE

AM

S

PL

IC

E

TA

PE

(F

AC

TO

RY

LA

MI

NA

TE

D

TO

U

ND

ER

SI

DE

3" Q

UI

CK

SE

AM

S

PL

IC

E

TA

PE

(F

AC

TO

RY

LA

MI

NA

TE

D)

3" Q

UI

CK

SE

AM

S

PL

IC

E

TA

PE

(F

AC

TO

RY

LA

MI

NA

TE

D)

NOTES:

1. REFER TO MANUFACTURER'S WEBSITE FOR MOST

CURRENT INFORMATION.

2. DO NOT INSTALL ON FIELD OR FLASHING SEAMS.

3. LEAVE 2" (51 mm) BETWEEN WALKWAY PADS.

4. QUICKSEAM TAPE IS FACTORY LAMINATED

TO UNDERSIDE OF WALKWAY PADS: 3 ROWS OF

3" (76 mm) WIDE TAPE, OR TWO ROWS OF 7" (178 mm) WIDE TAPE.

A/E FIRM

BBIX,LLC.

102 SOUTH STREET, UNIT 3

BOSTON, MA 02111 OF

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

SHEET

TITLE OF SHEET

REPLACE USS CONSTITUTION MUSEUM CONNECTOR ROOF

BOSTON NATIONAL HISTORIC PARK

DRAWN:

179756

6/ 7/

:1

0:

P M

G :\B

BI

X\

.0

C

H

AR

LE

ST

O W

N N

AV

Y

YA

R

D \D

R

AW

IN

G

S\

0% S

U

BM

IS

SI

O N

\R

EV

IT

\U

SS

C

O N

ST

IT

U

TI

O N

M U

SE

U

M C

O N

N

EC

TO

R

R O

O F.

rv t

EPDM ROOFING DETAILS

A-503

EJB

EJB

JPD

06/10/2022

NTS1 EPDM DETAIL - SCUPPER PLAN DETAIL

NTS2 EPDM DETAIL - SCUPPER SECTION

NTS3 EPDM DETAIL - WALKWAY PAD

7 7