36E77618R0062-006.pdf

1ST Floor 0"

Ground Floor -14' - 0"

2nd Floor 14' - 0"

3rd Floor 28' - 0"

4th FLOOR/ROOF 42' - 0"

B.5C

SUMP PIT

AS407

AS407

LADDER

CORRIDOR

CR-2-01

CORRIDOR

CR-G-02

ES6C6 ES6C8

CORRIDOR

CR-3-01

ELEV.

G-30

CORRIDOR

CR-1-01

CONTINUOUS

WATERPROOFING

AT ELEVATOR PIT

AS407

AS407

AS407

AS407

AS407

AS407

AS407

AS407

AS407

S4S-2

1/ 8"

1ST Floor 0"

Ground Floor -14' - 0"

2nd Floor 14' - 0"

3rd Floor 28' - 0"

4th FLOOR/ROOF 42' - 0"

ABC

STAIR TOWER

ROOF

39' - 6"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

AS406

AS406

AS406

AS406

STAIR 1

3S-11

STAIR 1

2S-11

STAIR 1

1S-11

STAIR 1

GS-11

S4F

S4F

S4F

AS406

AS407

3SIM

AS407

SIM

AS407

SIM

1ST Floor 0"

Ground Floor -14' - 0"

2nd Floor 14' - 0"

3rd Floor 28' - 0"

4th FLOOR/ROOF 42' - 0"

2 3

ELEVATOR PIT

-19' - 0"

T.O. ELEV. SHAFT

58' - 6"

ROOF T.O. STEEL

41' - 5 1/2"

ES8C6

ELEV.

G-30

ELEVATOR

CONTROL

ROOM

4-02

PATIENT

TOILET

3-03

PATIENT

TOILET

2-02

PATIENT

TOILET

1-10

PATIENT

TLT

G-01

STAIR 1

3S-11

STAIR 1

2S-11

STAIR 1

1S-11

STAIR 1

GS-11

1.9

AS407

AS407

AS407

AS407

AS407

AS407

AS407

AS407

AS407

AS407

1.8

9' - 6" CLR

9' - 6"

9' - 6"

8' - 9 1/2" CLR

GENERAL SHEET NOTES

VERTICAL CIRCULATION:

1. All handrail and guardrail components shall be able to withstand a horizontal load of 250 pounds at any point.

2. Guardrails shall not allow the passage of a 4-inch sphere between members.

3. All ramp, stair, ladder, alternating tread device, handrail and guardrail components shall comply with the applicable provisions of the latest version(s) IBC, NFPA 101, and the ADA.

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig ht h in ch o ne fo ot on e q ua rte r i nc on e h al f th re e e ig hs th re e q ua rte rs i

6" on e i

6" on e a nd on e h a lf i nc he s f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

0%

S

UB

MI

TT

AL

- B

ID

D

OC

UM

EN

TS

3-31-2016

Stair and Elevator Sections

AS403

PNDW

3/16" = 1'-0"1 Elevator Section 3/16" = 1'-0"3 Stair 1 Longitudinal Section

3/16" = 1'-0"2 Stair 1 and Elevator Cross Section

UP

UP

UP DN DN

AS203

AS404

AS404

U P

T

R

EA

D S

1"

9'

2"

4' - 4" 10" 4' - 4" 0"

/4

RETURN RAIL @ BASE

LEVEL BACK TO NOSING

EL. -7' - 7"

EL. -14' - 0"

CORRIDOR

CR-G-27

ELEC.

CLOSET

G-23

PLAN VIEW CUT PLANE IS

ADJUSTED TO SHOW

INTERMEDIATE LANDING

AND DOOR

STAIR 2

GS-22

CLR

9' - 6"

AS508

EXPANSION JOINT

TO

I N

SI

D

E F O

S

TR

I N G

ER

1'

5/ 8"

IN

SI

D E

FO

S

TR

IN

G

ER

ST

R

IN

G

ER

1/

2" F

O C

-W

AL

L

TO

6'

AS404

AS404

AS306

T

R

EA

D S

1"

" U

P

EL. 14' - 0"

EL. 7' - 0"

CORRIDOR

CR-2-10

ELEC.

ROOM

2-17

AS305

CLR

9' - 6"

AS508

45.00°

6'

1"

4' - 4"4' - 4"

AS404

AS404

AS306

T

R

EA

D S

1"

" D

N ELEC.

ROOM

3-18

CORRIDOR

CR-3-16

EL. 28' - 0"

EL. 21' - 0"

AS305

CLR

9' - 6 5/8"

AS508

45.00°

6'

1"

4' - 4"4' - 4"

1ST Floor 0"

E-6E-6.8

Ground Floor -14' - 0"

2nd Floor 14' - 0"

3rd Floor 28' - 0"

4th FLOOR/ROOF 42' - 0"

AS404

EFG

STAIR TOWER

ROOF

39' - 6"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

R

IS

ER

S

7'

0"

AS406

AS406

AS406

AS406

EL. 21' - 0"

EL. 7' - 0"

AS407

SIM

AS407

SIM

AS407

SIM

AS406

1ST Floor 0"

Ground Floor -14' - 0"

2nd Floor 14' - 0"

3rd Floor 28' - 0"

4th FLOOR/ROOF 42' - 0"

AS404

3 1.8

AS407

3 OH

AS407

3 OH

AS407

3 OH

AS407

SIM

AS407

SIM

AS407

SIM

9' - 6" CLR

AS404

AS404

AS306

AS305

DASHED LINES INDICATE

LANDING ABOVE

ELEC.

CLOSET

1-30

CORRIDOR

CR-1-23

AS508

EL. 7' - 0"

T

R

EA

D S

1"

/4 " U

P

4' - 4" 10" 4' - 4"

D O

W N

T

R

EA

D S

AT

1"

CLR

9' - 6"

/4

UP DN

9' - 6" CLR

AS407

6'

1" 5'

1"

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

0%

S

UB

MI

TT

AL

- B

ID

D

OC

UM

EN

TS

3-31-2016

Stair Plans & Sections

AS404

PNDW

1/4" = 1'-0"6 Stair 2 Plan - Ground Floor

1/4" = 1'-0"4 Stair 2 Plan - 2nd Floor 1/4" = 1'-0"3 Stair 2 Plan - 3rd Floor

1/4" = 1'-0"2 Stair 2 Longitudinal Section 1/4" = 1'-0"1 Stair 2 Cross Section

1/4" = 1'-0"5 Stair 2 Plan - 1st Floor

E-5.6

3.3 4

D.6

ST

AI

R O

PE

N

IN

G

4'

0" C

LR

10' - 10" FO SHAFT LINER

RETURN HANDRAIL

AROUND CORNER,

SAME BOTH SIDES

1'

1/

4" F

O S

H

AF

T

LI

N

ER

7'

1/

2" C

LR

7' - 7 3/8" CLR

1' - 1"

HOLD GWB COL

WRAP TIGHT TO

FIRE-PROOFING8"

1'

0"

11"

4'

0" C

LR3

AS405

AS405

AS405

5 TREADS @ 11"

MECHANICAL SHAFT

ALIGN GWB WITH

FURRING WALL ON

OPPOSITE SIDE OF STAIR

Existing 2nd Floor 12' - 6"

2nd Floor 14' - 0"

3.3

EQ

. R

IS

ER

S

1'

6"

AS405

1' - 1"

AS405

FIRESTOP SYSTEM

CLOSING SHAFT

WALL TO UNDERSIDE

OF DECK, TYP

STL PIPE HANDRAIL

2 HR FLOOR ASSEMBLY -

NEW CONNECTOR STAIR

LANDING AT EXISTING 2ND

FLOOR LEVEL

2HR FLOOR ASSEMBLY

LIGHT WT. CONC. FILL OVER

METAL STAIR PAN

2HR RATED 4" C-H STUD

SHAFT WALL ASSEMBLY

BETWEEN SLABS AT STAIR 4

NOTE: THIS DETAIL APPLIES TO

FLOOR 3 STAIR 4 AT THIS SAME

LOCATION, EXCEPT THERE ARE

6 EQ RISERS TOTALING 3'-0"

BETWEEN SLABS

11"

1' - 0"AF FLOOR 3 (STAIR 4)

THE LANDING IS DOWN

3' AND BEARS ON A

LOWER STEEL BEAM.

E-5.6

3.3 4

D.6

AS405

AS405

AS405

10' - 10" FO SHAFT LINER

4'

0" C

LR

7' - 7 3/8"

7'

1/

2" C

LR

1'

1/

4" F

O S

H

AF

T

LI

N

ER

8"

1'

0"

11"

1' - 1"

RETURN HANDRAIL

AROUND CORNER,

SAME BOTH SIDES

HOLD GWB COL

WRAP TIGHT TO

FIRE-PROOFING

2 TREADS @ 11"

ST

AI

R O

PE

N

IN

G

4'

0" C

LR

MECHANICAL SHAFT

ALIGN GWB WITH

FURRING WALL ON

OPPOSITE SIDE OF STAIR

Existing 2nd Floor 12' - 6"

2nd Floor 14' - 0"

D.6

2HR RATED SHAFT

WALL ASSEMBLY WITH

DEFLECTION TRACK

2HR RATED HORIZONTAL

SHAFT WALL ASSEMBLY

2 HR FLOOR ASSEMBLY -

NEW CONNECTOR STAIR

LANDING AT EXISTING 2ND

FLOOR LEVEL

" M

IN

" M

AX

H

AN

D

R

AI

L H

G T

NEW STAIR, STRINGER, AND

HANDRAIL ASSEMBLY

EXISTING WALL

BLOCKING AS REQ FOR

HANDRAIL INSTALLATION

MECHANICAL

SHAFT

NOTE: THIS DETAIL APPLIES TO

FLOOR 3 STAIR 4 AT THIS SAME

LOCATION, EXCEPT THERE IS NO

HORIZONTAL SHAFT WALL AND

THE VERTICAL SHAFT WALL/DUCT

CHASE ENCLOSURE CONTINUES

BELOW SLAB

FURRING CHANNEL ON

BEAM FOR SHAFT WALL

TRACK ANCHORAGE

5 1/2" 1' - 1"

2 HR FLOOR ASSEMBLY

Existing 2nd Floor 12' - 6"

2nd Floor 14' - 0"

D.6

LIGHT WT. CONC. FILL OVER

METAL STAIR PAN

STEEL PIPE HAND RAIL 1 1/4"

MIN TO 2" MAX O.D.

PROVIDE SHIM AS REQ FOR

GWB ATTACHMENT

FIRE SEALANT BETWEEN

GWB AND SLAB EDGE

FURRING WALL PER PLAN

5 1/2"4' - 8 1/2"

4' - 8"

ALIGN GWB

2HR RATED SHAFT WALL

ASSEMBLY BETWEEN SLABS

2 HR FLOOR ASSEMBLY - NEW

CONNECTOR STAIR LANDING AT

EXISTING 2ND FLOOR LEVEL

NEW STAIR, STRINGER, AND

HANDRAIL ASSEMBLY

2HR FLOOR ASSEMBLY

WALL PER PLAN

PROVIDE INTERMEDIATE

HANDRAIL SUPPORT AND

BLOCKING AS REQ

NOTE: THIS DETAIL APPLIES TO FLOOR 3 STAIR 4 AT

THIS SAME LOCATION, EXCEPT THERE ARE 6 EQ

RISERS TOTALING 3'-0" BETWEEN SLABS - ADJUST

HEIGHT OF WALLS BETWEEN SLABS ACCORDINGLY

FIRESTOP SYSTEM

CLOSING SHAFT WALL TO

UNDERSIDE OF DECK, TYP

2HR RATED SHAFT

WALL ASSEMBLY WITH

DEFLECTION TRACK

AF FLOOR 3 (STAIR 4) THE LANDING IS

DOWN 3' AND BEARS ON A LOWER STEEL

BEAM SIMILAR TO OPPOSITE SIDE OF THIS

DETAIL. AT STAIR 4 THIS INFILL FURRING

WALL IS TO BE A 2 HR RATED SHAFT WALL

ASSEMBLY TO MATCH THAT SHOWN AT

OPPOSITE SIDE OF THIS DETAIL

FURRING CHANNEL ON

BEAM FOR SHAFT WALL

TRACK ANCHORAGE

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

0%

S

UB

MI

TT

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- B

ID

D

OC

UM

EN

TS

3-31-2016

Stair and Mech Shaft Plans and Details

AS405

PNDW

1/4" = 1'-0"2 Stair 4 - Mechanical Shaft

1 1/2" = 1'-0"3 Stair 3 Section (Stair 4 Similar)

1/4" = 1'-0"1 Stair 3 - Mechanical Shaft

1 1/2" = 1'-0"5 Stair 3 Cross Section at Landing (Stair 4 Similar) 1 1/2" = 1'-0"4 Stair 3 Cross Section (Stair 4 Similar)

" M

IN

. T

O

8" M

AX

G U

AR

D

R

AI

L

" T O

T .O

VERTICAL TRANSITION

@ CONTINUOUS

HANDRAIL RETURN

STEEL STRINGER BEYOND

GUARD RAIL BEYOND

GUARD RAIL BEYOND

STEEL CHANNEL @ LANDING

BY STAIR FABRICATOR

AS406

G U

AR

D

R

AI

L

" T O

T .O

" M

IN

T

O

8" M

AX

AS406

3/4" SQUARE SOLID

STEEL PICKETS -

4"O.C. MAX

1 1/2" O.D. STEEL

GUARDRAIL

STEEL HANDRAIL TO

MATCH WALL

MOUNTED HANDRAILS

3 1/4"

STEEL STRINGER BY

STAIR FABRICATOR

STAIR BEYOND

1 1/2" O.D. STEEL

GUARDRAIL -

BOTTOM RAIL

TYP.

4" O.C.

1 1/2" O.D. POST

" M

IN

. T

O

8" M

AX

EXTEND RAIL 1 TREAD

@ END OF RUN TYP.

STEEL STRINGER BY STAIR

FABRICATOR

LIGHT WT. CONC. FILL OVER

METAL STAIR PAN

11"

LIGHT WT. CONC. FILL OVER

MTL STAIR LANDING BY STAIR

FABRICATOR

HANDRAIL BRACKET BY HANDRAIL

FABRICATOR

RETURN NON-CONTINUOUS

HANDRAILS AT END

B

1ST Floor 0"

@ TOP OF RUN - TYP.

1' - 0"

" M

IN

. T

O

8" M

AX

2" M

AX

O

.D

1/

4" M

IN

T

O

EXTEND RAIL @ TOP OF

RUN TYP.

TY

P.

A

LL

7" M

AX

STEEL STRINGER BY STAIR

FABRICATOR

1"

LIGHT WT. CONC. FILL OVER

METAL STAIR PAN

COMPOSITE CONC.

DECK SEE STRUCT.

RETURN NON-CONTINUOUS

HANDRAILS AT END

HANDRAIL BRACKET BY

HANDRAIL FABRICATOR

Z-GIRT FURRING FOR FURRING

WALL ATTACHMENT,

ENCAPSULATE IN FIRE-PROOFING,

WITH BOTTOM FLANGE EXPOSED

SPRAY APPLIED FIRE-PROOFING

FILL FLUTE WITH SPRAY

APPLIED FIRE-PROOFING

FURRING AND LGMG AS REQ TO CARRY

FINISH TO BOTTOM OF STAIR PAN

GUARDRAIL WELDED TO

STRINGER

3/4" SQUARE SOLID STEEL

PICKETS

LIGHT WT. CONC. FILL OVER

METAL STAIR PAN

RISERS BEYOND

STEEL PIPE HAND RAIL 1

1/4" MIN TO 2" MAX O.D.

1 1/2" O.D. STEEL GUARDRAIL

1 1/2" O.D. STEEL GUARDRAIL -

BOTTOM RAIL

SEALANT

SEE EXTERIOR DETAILS

FOR FOUNDATION

COMPONENTS

SILL SEAL BELOW

CFMF, TYP

WALL AS SCHEDULED

1' - 0"

SELF-ADHERING BUTYL

FLASHING, EXTEND 4" UP

WALL

BLOCKING AS REQ TO

SUPPORT GWB, SEPARATE

FROM FND WITH MEMBRANE

STRINGER SUPPORT AS

REQ BY STAIR MFG

ALIGN STRINGER WITH FACE

OF RATED STAIR ENCLOSURE

LANDING AND STRINGER

CHANNEL BY STAIR MFG

1/

2"

GRADE PER CIVIL DWGS

1/

2"

CLEAR

2 1/4" MIN.

INTO STAIR

4 1/2" MAX PROJECTION

2" O.D. MAX

1 1/4" MIN TO

WALL AS SCHEDULED

SEE PLANS

STEEL PIPE HAND RAIL

RETURN AT ENDS OF NON-

CONTINUOUS HANDRAILS

PROVIDE BLOCKING OR

STEEL BACKING STRIPS

FOR HAND RAIL BRACKETS

4"

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

0%

S

UB

MI

TT

AL

- B

ID

D

OC

UM

EN

TS

3-31-2016

Stair Details

AS406

PNDW

1 1/2" = 1'-0"1 Typical Stair @ landing 1 1/2" = 1'-0"2 Typical Guardrail

1 1/2" = 1'-0"4 Typical Wall Rail @ Bottom of run

1 1/2" = 1'-0"5 TOP OF STAIR RUN @ FLOOR

1 1/2" = 1'-0"6 GUARDRAIL SECTION

1 1/2" = 1'-0"7 DETAIL AT INTERMEDIATE STAIR LANDING

1 1/2" = 1'-0"3 Typical Wall Mounted Handrail

Ground Floor -14' - 0"

C 5

AS407

CLR

1' - 4"

4'

0" M

IN

Ground Floor -14' - 0"

ELEVATOR PIT

-19' - 0"

1'

0"

5'

0" 4'

0"

3 3/4" 1 1/2"

EXISTING ELEC.

ROOM LEVEL

59' - 0"

Ground Floor 61' - 0"

EXISTING

BASEMENT

62' - 0"

4"

Z-GIRT FURRING FOR SHAFT WALL

TRACK ATTACHMENT,

ENCAPSULATE IN FIRE-PROOFING,

WITH BOTTOM FLANGE EXPOSED

FIRE-RATED SHAFT WALL

DEFLECTION TRACK

SHAFT WALL TRACK

SOF

FILL FLUTE WITH SPRAY

APPLIED FIRE-PROOFING

ELEVATOR RAIL

ELEVATOR HOISTWAY

RAIL SUPPORT AS REQ, MAINTAIN

FIRE-PROOFING AT FULL DEPTH

NOTE: GC TO COORDINATE

FINAL GIRT SIZE WITH

REQUIRED DEPTH OF SOF - TYP

5"

Z-GIRT FURRING FOR GWB

ATTACHMENT

FIRE-RATED DEFLECTION

TRACK

SOF

RATED FL ASSEMBLY

FIRE SEALANT FROM GWB TO

RATED FL ASSEMBLY

FIRE SEALANT FROM GWB TO

RATED FL ASSEMBLY

ELEVATOR RAIL

ELEVATOR HOISTWAYSTAIR LANDING

RAIL SUPPORT BY ELEV

MFG, FIRE-SEAL ALL

PENETRATIONS OF RATED

ENCLOSURE, TYP

Z-GIRT FURRING FOR STUD

ATTACHMENT, ENCAPSULATE IN

FIRE-PROOFING, WITH BOTTOM

FLANGE EXPOSED

FILL FLUTE WITH SOF

NOTE: GC TO COORDINATE

FINAL GIRT SIZE WITH

REQUIRED DEPTH OF SOF - TYP

BEYOND

9" EO SLAB

FIRE-RATED DEFLECTION

TRACK

RATED FL ASSEMBLY

FIRE SEALANT FROM GWB TO

RATED FL ASSEMBLY

FIRE SEALANT FROM GWB TO

RATED FL ASSEMBLY

Z-GIRT FURRING FOR LGMF

ATTACHMENT, ENCAPSULATE IN SOF

WITH BOTTOM FLANGE EXPOSED

LGMF TO CARRY TWO LAYERS

GWB AND CLOSE RATED WALL

ASSEMBLY TO SOF

FILL FLUTES AT BEAM WITH SOF

ALIGN GWB WITH GWB ON

SHAFT WALL BEYOND

EDGE OF SLAB AT STAIR SHAFT

BEYOND

STAIR LANDING

NOTE: GC TO COORDINATE

FINAL GIRT SIZE WITH

REQUIRED DEPTH OF SOF - TYP

1"

Z-GIRT FURRING FOR LGMF

ATTACHMENT, ENCAPSULATE IN

FIRE-PROOFING, WITH BOTTOM

FLANGE EXPOSED

LGMF TO CARRY GWB AND

CLOSE RATED SHAFT WALL

ASSEMBLY TO SOF

1"9" EO SLAB

SHAFT WALL TRACK

SOF

FILL FLUTE WITH SPRAY

APPLIED FIRE-PROOFING

OUTER LAYER OF GWB TO RUN

BY SLAB EDGE

FIRE SEALANT FROM GWB TO

RATED FL ASSEMBLY

STAIR SHAFT

ALIGN STRINGER WITH FACE

OF RATED STAIR ENCLOSURE

ELEVATOR RAIL

ELEVATOR HOISTWAY

IF INTERMEDIATE RAIL

SUPPORT IS REQ, FIRE-SEAL

ALL PENETRATIONS OF

RATED ENCLOSURE, TYP

ALIGN STRINGER WITH FACE

OF RATED STAIR ENCLOSURE

RAIL SUPPORT AS REQ

STAIR SHAFT

TWO HOUR RATED WALL

5" EO SLAB/FO SHAFTWALL

ELEVATOR HOISTWAY

ELEVATOR DOOR

ELEVATOR JAMB

LEVELING BED

ELEVATOR

THRESHOLD

EXPANSION BOLT

STEEL ANGLE-

SPAN OPENING

SOF

C

Z-GIRT FURRING FOR SHAFT

WALL TRACK ATTACHMENT,

ENCAPSULATE IN SOF WITH

BOTTOM FLANGE EXPOSED

FIRE-RATED SHAFT WALL

DEFLECTION TRACK

NOTE: GC TO COORDINATE

FINAL GIRT SIZE WITH

REQUIRED DEPTH OF SOF - TYP

3/4" PANEL AS SCHEDULED

ELEVATOR DOOR

9 1/4"

MTL DUST PAN

AT HEAD ONLY

RATED SS ELEVATOR FRAME

(GRAY HATCH IS RATED

SEGMENT

SS ELEVATOR FRAME

EXTENSION BY ELEV MFG TO

MATCH RATED FRAME

HOISTWAY SHAFTWALL

FURRING PARTITION PER

PLANS, RETURN TO RATED

PARTITION AS SHOWN

C

1/2" LG FURRING FOR

PANEL ATTACHMENT

2" 1"

NOTE: AT ROOF TOP PENTHOUSE THERE IS

ONLY THE SHAFTWALL AND RATED FRAME

3/4" PANEL AS SCHEDULED

ELEVATOR DOOR

1/

4"

RATED SS ELEVATOR FRAME

(GRAY HATCH IS RATED

SEGMENT

SS ELEVATOR FRAME

EXTENSION BY ELEV MFG TO

MATCH RATED FRAME

HOISTWAY SHAFTWALL

FURRING PARTITION PER

PLANS, RETURN TO RATED

PARTITION AS SHOWN

C

1/2" LG FURRING FOR

PANEL ATTACHMENT

2" 1"

NOTE: AT ROOF TOP PENTHOUSE THERE IS

ONLY THE SHAFTWALL AND RATED FRAME

Z-GIRT FURRING FOR LGMF

ATTACHMENT, ENCAPSULATE IN

FIRE-PROOFING WITH BOTTOM

FLANGE EXPOSED

PROVIDE FURRING SUPPORT AS

REQ.TO CARRY GWB PAST BEAM

AND SLAB EDGE

SHAFT WALL PER PLAN

SOF

FILL FLUTE WITH SPRAY

APPLIED FIRE-PROOFING, TYP

OUTER LAYER OF GWB TO RUN

BY SLAB EDGE

FIRE SEALANT

1"

4" EO SLAB

STAIR SHAFT

FURRING WALL PER PLAN

RATED FLOOR ASSEMBLY

2 LAYERS TYPE X 5/8" GWB ON

1-5/8" LGMF HELD TIGHT TO SOF -

EXTEND FULL HEIGHT AND FIRE-

SEAL TO UNDERSIDE OF DECK

SHAFT WALL PER PLANS

2 LAYERS TYPE X 1/2"

GWB ON 2 1/2" LGMF

MINERAL WOOL FIRE SAFING

FULL HEIGHT OF BALLOON

FRAMED STUD CAVITY

EXTERIOR WALL

ASSEMBLIES PER PLANS

1.8

B

ALIGN FACE OF GWB IN

STAIR SHAFT

STAIR SHAFT 2 LAYERS TYPE X 5/8" GWB ON

1-5/8" LGMF HELD TIGHT TO SOF -

EXTEND FULL HEIGHT AND FIRE-

SEAL TO UNDERSIDE OF DECK

SHAFT WALL PER PLANS

FURRING AS REQ

EXTERIOR WALL

ASSEMBLIES PER PLANS

1.8

BALIGN FACE OF GWB IN

STAIR SHAFT

STAIR SHAFT

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

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3-31-2016

Stair And Elevator Shaft Details

AS407

PNDW

1" = 1'-0"4 ELEVATOR PIT LADDER

1" = 1'-0"5 ELEVATOR PIT LADDER SECTION

VERIFY FINAL LADDER DETAILS WITH ELEVATOR

MANUFACTURER'S REQUIREMENTS AND LOCAL CODES

TURN UP ENDS OF SIDE RAIL

IN 3" AND ANCHOR WITH 3/8"

DIA BOLTS.

1-1/2"X1/4" BAR RAILS

W/ 1/2" DIA X 16" WIDE

RUNGS @ 12" O.C.

FIRST RUNG @ 12" AFF

4-1/2" MINIMUM CLEARANCE

FROM CENTERLINE OF RUNGS

TO FACE OF PIT WALL

ANGLE BRACKETS

2-1/2"X3-1/2"X4-1/2" LONG

@ 4'-0" O.C.

(NOT LESS THAN

2 TOP, CENTER, AND BOTTOM)

TWO BOLTS PER BRACKET.

ANCHORED TO WALL.

TOP RUNG AT FINISHED

FLOOR ELEVATION

1 1/2" = 1'-0"1 Slab Edge at Elevator Shaft 1 1/2" = 1'-0"2 Rated Wall Between Stair/Elevator at Stair Landing

1 1/2" = 1'-0"3 Floor Level Stair Landing

1 1/2" = 1'-0"8 Stair Opening Shaft Wall Detail 1 1/2" = 1'-0"7 Rated Wall Between Stair/Elevator

1 1/2" = 1'-0"6 Elevator Door Threshold

1 1/2" = 1'-0"13 Elevator Head 1 1/2" = 1'-0"12 Elevator Door Jamb

1 1/2" = 1'-0"11 Stair 2 Slab Edge Detail 1 1/2" = 1'-0"10 Stair Opening at Interior Corner Column

1 1/2" = 1'-0"9 Stair Opening at Interior Corner Column at Concrete Pier

ACM PANEL

CONTINUOUS 2" HORIZONTAL Z-

FURRING

CLOSURE TRIM BY ACM PANEL MFG

- SAME PROFILE AS PLAN DETAIL

CONTINUOUS 6 1/2"

HORIZONTAL Z-FURRING

WEEP IN ACM PANEL

ACM PANEL

CONTINUOUS 3" VERTICAL Z-FURRING -

EXTEND TO ACM PANEL SOFFIT AT

GROUND FLOOR C-WALL HEAD AND

FASTEN TO RELIEVING ANGLE

RELIEVEING ANGLE FOR

FURRING CHANNEL

ATTACHMENT, SEE STRUCT

MTL FURRING AS REQUIRED TO

RETURN SHEATHING TO

MASONRY FND WALL

RETURN INSULATION AND AVB TO

FND WALL AS SHOWN

ALIGN ACM PANEL

SOFFIT WITH M.O.

CANTILEVERED FL SLAB

VERTICAL CLOSURE TRIM BEYOND

SEE CURTAIN WALL

TYPES FOR HEAD DETAIL

3/ 4"

3/ 4"4

1/ 2"

TOP OF ACM PANEL TO ALIGN WITH

BOTTOM OF JOINT BEYOND TO ALLOW

3/4" VERTICAL LEG OF CLOSURE TRIM

TO MATCH JOINT BEYOND - SEE EXT

ELEVATIONS FOR JOINT ALIGNMENTS

COORDINATE F.O. ANGLE WITH

WITH MTL FURRING CHANNEL

WEEPS IN ACM PANEL

SILL SEAL PRODUCT AT

STUD ON SLAB, TYP

1/

2"

4 1/2"

3/4"

8"

1'

0"

1/

2"

3/4"ACM PANEL CLOSURE TRIM

DRAINAGE SHEET

2" RIGID INSULATION

DAMP-PROOFING TO

TOP OF WALL

GRADE

COMPOSITE DRAINAGE

MEDIA, FABRIC SIDE

TOWARD GROUT

PINS DRILLED/GROUTED

INTO FND

GROUT SOLID (NON-

SHRINK GROUT)

1" WIDE STRIPS OF HEAVY

DUTY COMPOSITE

DRAINAGE MEDIA, 24" OC

2" INSUL

SEAL ALL MEMBRANE

PENETRATIONS BY PRECAST

ANCHORS WITH LIQUID

MEMBRANE, TYP

DAMP-PROOFING TO

TOP OF WALL

F.O. STUD

1" - E.O. DECK TO

5 1/2" FASCIA

SYSTEM, TYP

6" CFMF ABOVE ROOF

DECK, PACK WITH

MINERAL WOOL

SEE ROOF PLAN FOR TOP

OF ROOF BLOCKING

CFMF AS REQ TO

CARRY SHEATHING

AND GWB PAST BEAM

LAP ROOF MEMBRANE

OVER AVB AND SEAL

BLOCKING/SHIMS AS REQ

EPDM TO EXTEND

OVER PARAPET

ONTO F.O. ROOF

BLOCKING

SLOPE TOP OF

PARAPET 1/2"/FT,

TYP.

1' - 0 1/2" STL PLATE

5 1/2" FASCIA SYSTEM, TYP

T.O. 2X BLOCKING

PER ROOF PLAN

HOLD PLYWD 1"

ABOVE BENT PLATE

LAP ROOF MEMBRANE

OVER AVB AND SEAL

5/8" PLYWD

FURRING FOR ACM PANEL

ATTACHMENT - SEAL ALL

PENETRATIONS OF AVB

SHIMS AS REQ

EPDM TO EXTEND OVER

PARAPET ONTO F.O.

ROOF BLOCKING

COMPLETELY FILL

PARAPET STUD

CAVITY WITH MINERAL

WOOL INSULATION

ADD CFMF TRACK TO

BALLOON-FRAMED

PARAPET TO HOLD

INSUL. IN PLACE

SLOPE TOP OF

PARAPET 1/2"/FT, TYP.

SEE STRL FOR BEAM,

DECK, AND BENT PLATE

1" MOVEMENT JOINT TYP

AT ALL BALLOON

FRAMED PARAPET

CONDITIONS - USE

ANGLED COMPRESSIBLE

FOAM CANT TO CARRY

EPDM ACROSS GAP

FILL JOINT WITH

MINERAL WOOL

2X10 2X10

SHEATHING AND AVB

AROUND KICKER

CFMF OUTRIGGER

8 3/4"

5"

B.

O

. P

AN

EL

1" FURRING/SHIM SPACE FOR ACM PANEL

1' - 0"

1/

2"

ENTRY SLAB

= -7' 0"

1' - 5"

SELF-ADHERING BUTYL FLASHING,

EXTEND 4" UP WALL

FILL STUD CAVITY WITH

MINERAL WOOL INSUL

6" CFMF

ALIGN FO INSUL WITH FO FNDWALL COMPONENTS

7 1/2" - TYP

AVB ONTO FND SHELF

SILL SEAL BELOW

CFMF, TYP

TOP OF PARAPET BEYOND

TRANSITION TO 6" CFMF

ABOVE ROOF STEEL

(MAINTAIN ALIGNMENT WITH

OUTSIDE F.O. 8" CFMF BELOW

FO PANEL

1' - 5" FO PANEL TO

STL CHANNEL SUPPORT PER STRUCT

WD BLOCKING FOR PARAPET

SUPPORT

CFMF SUPPORTED OFF

BEAM AS REQ. TO CARRY

SHEATHING AND INTERIOR

GWB PAST BEAM

FIRE-RATED 8" DEFLECTION TRACK

FURRING CHANNELS AS REQ FOR

ACM PANEL ATTACHMENT - SEAL ALL

MEMBRANE PENETRATIONS, TYP

DISCONTINUE THIS FASCIA 2"

BEFORE WALL OF ELEVATOR

PENTHOUSE AND SLOPE

BLOCKING AS REQ TO ALLOW

PARAPET TO DRAIN

COORDINATE PANEL

JOINTS WITH EXTERIOR

ELEVATIONS

COVER TOP OF PARAPET

BLOCKING WITH ROOF MEMBRANE

DEFLECTION TRACK

INSUL, AVB, SHEATHING PER

TYPICAL WALL SYSTEMS

EXTEND MEMBRANE DOWN

THIS WALL AND ADHERE TO

MEMBRANE ON MAIN ROOF

SEALANT

MINIMUM 8" OVERLAP

1/2" PLYWD SHEATHING

PARAPET BLOCKING ASSEMBLY

FROM 1/2" PLYWD AND BLOCKING

AS REQ TO SLOPE ASSEMBLY 1/4"

BACK TOWARD ELEVATOR

PENTHOUSE WALL

5 1/2" FASCIA SYSTEM, TYP

LAP MEMBRANE OVER AVB ON

FACE OF BLOCKING AND SEAL

FILL VOID WITH INSUL

1 HR SOF, TYP AT ROOF DECK

Z-GIRT FURRING FOR CFMF

ATTACHMENT, ENCAPSULATE IN

FIRE-PROOFING, WITH BOTTOM

FLANGE EXPOSED

CONTINUOUS 2" HORIZONTAL

Z-FURRING

CLOSURE TRIM BY ACM

PANEL MFG - SAME PROFILE

AS PLAN DETAIL

CONTINUOUS 6 1/2"

HORIZONTAL Z-FURRING

3/ 4"

3/ 4"

1/

2"

B.O. OF ACM PANEL TO ALIGN

WITH BOTTOM OF JOINT

BEYOND TO ALLOW 3/4"

VERTICAL LEG OF CLOSURE

TRIM TO MATCH JOINT BEYOND

- SEE EXT ELEVATIONS FOR

JOINT ALIGNMENTS

7"

1'

8" CFMF

.0

0°

DEFLECTION HEAD

AS501

PROVIDE SLOPED PLYWD

PARAPET BLOCKING

ASSEMBLY FOR ACM PANEL

ATTACHMENT - FILL VOID

WITH MINERAL WOOL INSUL

TYPICAL ACM PANEL

FURRING ELEMENTS

COORDINATE PANEL

JOINTS WITH EXTERIOR

ELEVATIONS

STEEL PER STRL

RETURN ACM PANEL TO

BACK OF BLOCKING

ASSEMBLY AND FASTEN

VERTICAL LEG

8"

ROOF MEMBRANE ON 3/4"

PLYWD SHEATHING

SEAL ROOF MEMBRANE

OVER TRANSITION STRIP

CONTINUOUS ROOF MEMBRANE

UNDER SCREEN WALL, TURN

DOWN ROOF EDGE ASSEMBLY

AND SEAL TO AVB

LIQUID MEMBRANE

COMPRESSIBLE FOAM TUBES TO

CARRY TRANSITION MEMBRANE

OVER 4" GAP BETWEEN BOTTOM OF

SCREEN WALL SHEATHING AND

PLYWD ROOF EDGE ASSEMBLY

ROOF MEMBRANE

TRANSITION STRIP

PLYWD BLOCKING ROOF EDGE

ASSEMBLY - ALIGN WITH FO INSUL

AND FILL WITH MINERAL WOOL

INSUL - MODIFY AS REQ AT

STRUCTURAL PENETRATIONS

SEE STRL FOR OUTRIGGER

AND OTHER STRUCTURAL

COMPONENTS

AVB ON GWB SHEATHING -

ALIGN SHEATHING AND

SCREEN WALL WITH MAIN

CFMF EXTERIOR WALL BELOW

WRAP ROOF MEMBRANE OVER

PLYWD PARAPET BLOCKING

ASSEMBLY - EXTEND DOWN FO

OF AVB 7" AND SEAL

8" CFMF

TYPICAL ACM PANEL

FURRING ELEMENTS

EXTEND AVB UP FO

ROOF EDGE ASSEMBLY

CONTINUOUS BLOCKING

TO CARRY SHEATHING

PAST STL STRUCTURE

BLOCKING AS REQ

SEAL MEMBRANE TO SCREEN

WALL STEEL COLUMN

PENETRATIONS - SEE STRUCT

DASHED LINES REPRESENT HSS

COLUMNS AT SCREEN WALL

CORNERS - COLUMN AT MIDPOINT

OF WALL IS A WIDE FLANGE

BUMP PLYWD AND MEMBRANE

ASSEMBLY OUT TO CAPTURE WIDE

FLANGE COL AT CENTER OF SCREEN

WALL (SEE STRUCT) - SUPPORT

COLUMN BUMP WITH CFMF AS REQ.

6"

6" CFMF

3/4" PLYWD

SEE ELEVATIONS FOR

PANEL JOINTS

PARAPET BEYOND

2-PIECE MTL

COUNTERFLASHING

C

1/

2"

1' - 0" FO STUD

ROOF MEMBRANE ON 3/4"

PLYWD SHEATHING

CONTINUOUS ROOF

INSULATION AND COVER

BOARD ON MTL DECKING

COMPRESSIBLE FOAM TUBE

- 4" GAP

2X4 AND PLYWD BLOCKING

ASSEMBLY

SAMF TO CONNECT

COUNTERFLASHING TO AVB

BLOCKING AS REQ TO

CARRY SHEATHING PAST

STL STRUCTURE

EXTEND MEMBRANE DOWN

FO OF AVB 7" AND SEAL

RETURN ACM PANEL TO

BACK OF BLOCKING

ASSEMBLY AND FASTEN

CONTINUOUS ROOF MEMBRANE

UNDER SCREEN WALL

LIQUID MEMBRANE

ROOF MEMBRANE

TRANSITION STRIP

AVB TO TOP OF BLOCKING

SEAL ROOF MEMBRANE

OVER TRANSITION STRIP

1' - 7 1/2" FO ACM

2X10 2X10

4"

CONTINUOUS 2"

HORIZONTAL Z-FURRING

ACM PANEL

CLOSURE TRIM

CONTINUOUS 6 1/2"

HORIZONTAL Z-FURRING

3/ 4"

3/ 4"

ACM PANEL JOINT

BEYOND

FACE OF ACM

PANEL BEYOND

3 5/8"

1 3/4"

1/

2"

3/

4"

TYPICAL PRECAST

MASONRY TOP

MTL FLASHING, EXTEND

ONTO SLOPED INSULATION

COMPOSITE DRAINAGE MEDIA,

FABRIC SIDE TOWARD GROUT

GROUT SOLID (NON-

SHRINK GROUT)

SEALANT

WEEPS AT VERTICAL JOINTS

BETWEEN PRECAST PANELS, TYP

TYP WALL COMPONENTS

SEE SYSTEMS SHEET FOR

PRECAST ANCHOR

SET IN GROUTED SLOT

SEAL ALL PENETRATIONS

OF AVB, TYP

SLOPED EXTRUDED

POLYSTYRENE INSULATION

(MINERAL WOOL INSUL

ABOVE AND BELOW)

SELF-ADHERING BUTYL

FLASHING, EXTEND FROM

WALL TO VERTICAL MTL

FLASHING LEG AS SHOWN

SEAL ALL FLASHING PENETRATIONS

BY PRECAST ANCHORS WITH

LIQUID MEMBRANE, TYP

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

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3-31-2016

Exterior Details

AS501

PNDW

1 1/2" = 1'-0"1 SECTION DETAIL AT LOWER ACM PANEL TRANSITION

1 1/2" = 1'-0"12 PLAN DETAIL AT ACM PANEL TRANSITION

1 1/2" = 1'-0"7 FOUNDATION SHELF DETAIL AT CONNECTOR CORRIDOR

1 1/2" = 1'-0"10 PARAPET AT INNER MTL PANEL, BEAM WITHIN CFMF

1 1/2" = 1'-0"9 PARAPET AT OUTER MTL PANEL, BEAM OUTSIDE CFMF

1 1/2" = 1'-0"13 SECTION AT STAIR 1 EXTERIOR WALL PROJECTION

1 1/2" = 1'-0"2 HIGH PARAPET - STAIR 1

1 1/2" = 1'-0"5 SECTION DETAIL AT UPPER ACM PANEL TRANSITION

1 1/2" = 1'-0"4 SCREEN WALL

1 1/2" = 1'-0"3 SCREEN WALL RETURN

1 1/2" = 1'-0"6 ACM PANEL TRANSITION

3" = 1'-0"8 TYPICAL TOP OF PRECAST DETAIL

1 1/2" = 1'-0"11 PRECAST JOINT

ROOF DRAIN (TYP COMBINED

PRIMARY/SECONDARY U.N.O. ON ROOF PLAN)

ROOF MEMBRANE

MAINTAIN 2" BASE LAYER OF INSULATION AT

ROOF DRAIN - TYP

TAPERED INSULATION

ROOF OPENING FRAME

2' - 0"CL

MIN 1/2" SLOPE AT 4'X4' SUMPMIN

3"

MIN

3"

WATER CUT OFF MASTIC

STAINLESS STEEL

CLAMPING RING

PRE-FABRICATED

PIPE SEAL

CONTINUOUS LAP

SEALANT AND

SPLICING CEMENT

MEMBRANE

ROOFING SYSTEM

VENT THROUGH ROOF -

ANCHOR TO STRUCTURE

MIN

3"

MIN

3"

SEE PLAN FOR NO.

OF PIPES

STAINLESS STEEL

CLAMPING RING

PRE-FABRICATED

PIPE SEAL

CONTINUOUS LAP

SEALANT AND

SPLICING CEMENT

MEMBRANE

ROOFING SYSTEM

CHASE THROUGH ROOF -

ANCHOR TO STRUCTURE

INSULATION

3"

CURB W/ INTERGRAL CAP

FLASHING

CONTINUOUS BACKER ROD

AND SEALANT @ ALL

EDGES OF UNIT

ELASTROMERIC FLASHING SET

IN BONDING ADHESIVE - LOOP

FLASHING OVER BACKER ROD

CONTINUOUS LAP SEALANT @

ELASTOMERIC FLASHING SET

IN SPLICING CEMENT

MEMBRANE ROOFING SYSTEM

CONT. RUBBER NAILING STRIP

- ANCHOR TO P.T. BLOCKING

M

IN2"

T.O. BLOCKING

@ H.P. OF INSUL

PRE-FAB CURB UNIT

PT WD NAILER

RETURN FASCIA SYSTEM

FULL DEPTH OF WALL

BRAKE METAL SCUPPER W/

HOLD DOWN CLIP - TURN

UP SIDES OF OPENING

INSULATED WOOD BUILD-OUT

SLOPED 1/4"/FT

LAP ROOF MEMBRANE

OVER WALL AVB

LAP SCUPPER METAL

1" MIN OVER SIDING

LAP STRIP W/ SLACK

FOR MOVEMENT

RETURN SIDING MIN 3"

INTO OPENING

3/ 4"

NOTE: SEE SYSTEMS SHEET FOR

TYPICAL WALL COMPONENTS

ACM PANEL CLOSURE TRIM

THIS DIMENSION IS T.O. PRECAST TO B.O. ACM PANEL CLOSURE TRIM (WHERE THIS

DETAIL OCCURS ADJACENT TO GROUND FL WINDOWS THE INTENT IS FOR THE

BOTTOM OF THIS CLOSURE TRIM TO ALIGN WITH WINDOW CLOSURE TRIM AND THE

WINDOW RO - SEE WINDOW HEAD DETAILS IN MASONRY)

SEAL ALL PENETRATIONS OF AVB, TYP

SLOPED EXTRUDED POLYSTYRENE

INSULATION (TYPICAL MINERAL WOOL

INSUL ABOVE AND BELOW)

TYPICAL ACM PANEL FURRING

COMPONENTS, COPE END OF VERTICAL

GIRT AS REQ TO CLEAR FLASHING

ELEMENTS

AVB

SELF-ADHERING BUTYL FLASHING,

SEAL TO FACE OF PRECAST AND AVB

AS SHOWN

SEALANT

ACM PANEL CLOSURE TRIM

PRECAST ANCHOR

1/

2"

3"

SEAL ALL PENETRATIONS OF AVB, TYP

FASTEN SILL FLASHING TO PRECAST

THROUGH BED OF SEALANT

MTL SILL FLASHING IS A

CONTINUATION OF THE ADJACENT C-

WALL SILL FLASHING, EXTEND ONTO

SLOPED INSULATION

NOTE: SEE SYSTEMS SHEET FOR

TYPICAL WALL COMPONENTS

SLOPED EXTRUDED POLYSTYRENE

INSULATION (TYPICAL MINERAL WOOL

INSUL ABOVE AND BELOW)

TYPICAL ACM PANEL FURRING

COMPONENTS, COPE END OF VERTICAL GIRT

AS REQ TO CLEAR FLASHING ELEMENTS

AVB

SELF-ADHERING BUTYL FLASHING,

EXTEND FROM WALL TO FACE OF

PRECAST AS SHOWN

SEALANT

SELF-ADHERING BUTYL FLASHING

STRIP TO "TAPE-IN" MTL SILL FLASHING

PRECAST ANCHOR

COMPOSITE DRAINAGE MEDIA,

FABRIC SIDE TOWARD GROUT

GROUT SOLID (NON-SHRINK GROUT)

2" RIGID INSULATION

EXTEND WATERPROOFING

ONTO SHELF OVER WALL

WATERPROOFING

COMPOSITE DRAINAGE

MEDIA, FABRIC SIDE

TOWARD GROUT

PINS DRILLED/GROUTED

INTO FND

GROUT SOLID (NON-

SHRINK GROUT)

1" WIDE STRIPS OF HEAVY

DUTY COMPOSITE

DRAINAGE MEDIA, 24" OC

BITUTHENE WATERPROOFING

SET IN DECK PREP

BITUTHENE WATERPROOFING

- EXTEND ACROSS CMU

SHELF AND UP WALL ABOVE

GRADE AS SHOWN

LAP AVB OVER

WATERPROOFING AND SEAL

CMU INFILL WALL WITH FND

SHELF TO FACILITATE FUTURE

MRI REPLACEMENT - SEE STRUCT

1'

0"

GRAVEL BASE - HOLD 1' BELOW

RF SHIELDING FLOOR

CONTINUE WATERPROOFING AND

INSUL TO BOTTOM OF WALL

SEE STRUCT FOR SLAB

DEPRESSION AT MRI

VAPOR RETARDER

AND 2" INSUL

SEE SHIELDING DRAWINGS FOR

MRI SHIELDING ENCLOSURE

SEE CIVIL FOR

OVERBURDEN

SEAL ALL FLASHING PENETRATIONS

BY PRECAST ANCHORS WITH

LIQUID MEMBRANE, TYP

ACM CLOSURE TRIM,

FASTEN TO PRECAST

RF SHIELDING WALL, SEE

SHIELDING DRAWINGS

FND WALL, SEE STRUCT

UNGROUTED CMU INFILL

PARTITION FOR FUTURE MRI

REPLACEMENT, SEE STRUCT

SEE ASSEMBLY TYPES FOR

TYPICAL WALL COMPONENTS

JOINT IN SHIELDING WALL

FOR FUTURE MRI

REPLACEMENT, SEE

SHIELDING DRAWINGS

F

1' - 5 1/2"

PRECAST BELOW

TY

PI

C

AL

C O

M

PO

N

EN

TS

SE

E

AS

SE

M

BL

Y

SH

EE

T

FO

R

SEE ELEVATIONS FOR

PANEL JOINT LOCATIONS

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

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TS

3-31-2016

Exterior Details

AS502

PNDW

3" = 1'-0"6 TYP. MEMBRANE @ ROOF DRAIN

3" = 1'-0"8 DTL @ VENT / FLAT ROOF

3" = 1'-0"7 CHASE FOR MECHANICAL PENETRATION

3" = 1'-0"9 VERTICAL TERMINATION @ ROOF TOP AHU

1 1/2" = 1'-0"5 SECTION AT METAL SCUPPER

3" = 1'-0"4 OUTER ACM PANEL TO PRECAST TRANSITION

3" = 1'-0"1 INNER ACM PANEL TO PRECAST TRANSITION

1 1/2" = 1'-0"2 FOUNDATION SHELF AT AREAWAY

1 1/2" = 1'-0"3 Plan Detail at CMU Infill

8"

PROVIDE 2 FEET HIGH MINERAL WOOL INSUL

AROUND ENTIRE INTERFACE OF EXISTING

AND NEW CONSTRUCTION - FILL ENTIRE

WIDTH OF VOID AND INSTALL ON PUSH PINS

ADHERED TO EXISTING METAL PANEL.

4"1' - 0"

EA

DASHED LINES REPRESENT 4"

WALL EXPANSION JOINT BEYOND

NOTE: AT WALL FOR ROOF TOP ELEVATOR

ENCLOSURE THE ROOF EXPANSION JOINT SHIFTS

FROM ITS ALIGNMENT WITH FACE OF EXISTING MTL

PANEL TO ALIGN WITH THE NEW WALL AND THE

WALL EXPANSION JOINT BEYOND - SEE ROOF PLAN

DOUBLE DASHED LINE REPRESENTS

EXISTING METAL PANEL TO BE

REMOVED TO ALLOW INSTALLATION

OF BLDG EXPANSION JOINT -

EXISTING PANEL WRAPS TOP OF

WALL AS SHOWN TO FORM COPING

REMOVE EXISTING PANEL ABOVE THIS

JOINT, INCLUDING ANY FURRING

ELEMENTS THAT INTERFERE WITH

INSTALLATION OF EXPANSION JOINT

ADD NEW LAYER OF PLYWD TO TOP

OF EXISTING PARAPET

WD BLOCKING TO SUPPORT PLYWD

TERMINATION BAR

PROTECT UPPER EDGE OF TERMINATION

BAR WITH LAP SEALANT

PROVIDE 5X5 STL ANGLE WITH

BLOCKING/SHIM TO SUPPORT PLYWD

AS503

PLYWD SUPPORT BETWEEN DECK

FLUTES AS REQ.

SHAFT WALL PER PLANS

FACE OF BLOCKING AND PLYWD THAT FRAMES

THE EXPANSION JOINT ALIGNS WITH BLOCKING

IN WALL EXPANSION JOINT BEYOND TO ALLOW

BELLOWS TO CONTINUE VERTICALLY DOWN TO

NEW FOUNDATION WALL - SEE PLAN DETAILS

FILL BELLOWS WITH MINERAL WOOL INSUL, TYP

ROOF MEMBRANE FULLY ADHERED

TO EXISTING MEMBRANE - GC TO

CONFIRM COMPATIBLE ADHESIVE

FLANGED EXPANSION JOINT COVER -

"EXPAND-O-FLASH" IS BASIS OF DESIGN

BELLOWS IS TO DRAIN INTO THE VERTICAL

BELLOWS AT WALL EXPANSION JOINT BEYOND -

MAINTAIN CONTINUITY OF BELLOWS THROUGH

SHIFT OF EXPANSION JOINT TO NEW POSITION -

EXTEND ONTO NEW PLYWD (UNDER ROOF

MEMBRANE) AS SHOWN AND SEAL

PROVIDE 2 FEET HIGH MINERAL WOOL INSUL AROUND

ENTIRE INTERFACE OF EXISTING AND NEW CONSTRUCTION

- FILL ENTIRE WIDTH OF VOID AND INSTALL ON PUSH PINS

ADHERED TO EXISTING METAL PANEL.

4" JOINT

EA

1'

9"

DOUBLE DASHED LINE REPRESENTS

EXISTING METAL PANEL TO BE

REMOVED TO ALLOW INSTALLATION

OF BLDG EXPANSION JOINT -

EXISTING PANEL WRAPS TOP OF

WALL AS SHOWN TO FORM COPING

REMOVE EXISTING PANEL ABOVE THIS

JOINT, INCLUDING ANY FURRING

ELEMENTS THAT INTERFERE WITH

INSTALLATION OF EXPANSION JOINT

ADD NEW LAYER OF PLYWD TO TOP OF

EXISTING PARAPET

WD BLOCKING TO SUPPORT PLYWD

WRAP ROOF MEMBRANE DOWN

EXISTING PARAPET - SEAL TO

EXISTING CONSTRUCTION AND

SECURE WITH TERMINATION BAR

PROTECT UPPER EDGE OF TERMINATION

BAR WITH LAP SEALANT

EXTEND ROOF MEMBRANE

OVER JOINT AND DOWN BACK

FACE OF EXISTING PARAPET

DRAPE EPDM OR NEOPRENE BELLOWS INTO

EXPANSION JOINT. EXTEND ONTO NEW PLYWD

(UNDER ROOF MEMBRANE) AS SHOWN AND SEAL.

BELLOWS IS TO RUN CONTINUOUSLY THROUGH

BUILDING EXPANSION JOINT BOTH VERTICALLY

AND HORIZONTALLY (USE PRE-FORMED CORNERS)

SHAFT WALL PER PLANS

PLYWD FASTENED TO FACE OF 6" CFMF

WD BLOCKING AS REQ FOR

EDGE OF DECK SUPPORT, TYP

TYPICAL NEW ROOF CONSTRUCTION PER

ASSEMBLY SHEET

FILL BELLOWS WITH MINERAL WOOL

INSUL, TYP

NEW ROOF MEMBRANE FULLY ADHERED

TO EXISTING MEMBRANE - GC TO

CONFIRM COMPATIBLE ADHESIVE

FLANGED EXPANSION JOINT COVER -

"EXPAND-O-FLASH" IS BASIS OF DESIGN

SEE STRUCT FOR

DECK SUPPORT

NOTE: WHERE THE EJ ABUTS A WALL, THE "EXPAND-O-FLASH" FLANGES

SHIFT FROM HORIZONTAL TO VERTICAL. INSTALL "BUTTERFLY" STYLE

CLOSURES TO SEAL THE JOINT AT THESE TRANSITIONS

2' HIGH X 4' LONG EXISTING METAL PANELS

TO BE REMOVED, MODIFIED, AND

REINSTALLED TO ACCOMODATE

EXPANSION JOINT INSTALLATION. LOWER

SECTION SHOWN DASHED IS TO BE CUT

AND REMOVED AS REQ. - UPPER SECTION

TO BE REINSTALLED AS SHOWN

1'

1"

REAPPLY SILICONE SEALANT OVER BACKER

ROD TO ALL EFFECTED PANEL JOINTS

EXISTING 7/8" VERTICAL MTL

FURRING CHANNEL

EXISTING GYPSUM SHEATHING

EXISTING INSULATED STUD WALL

REMOVE SECTION OF EXISTING 7/8" MTL

FURRING AT EACH PANEL JOINT TO ALLOW

INSTALLATION OF EXPANSION JOINT

MATERIALS - RE-FASTEN CUT ENDS,

PROVIDING SEALANT BETWEEN

FASTENERS AND EXISTING SHEATHING

PROTECT UPPER EDGE OF TERMINATION

BAR WITH LAP SEALANT

FLANGED EXPANSION JOINT COVER -

"EXPAND-O-FLASH" IS BASIS OF DESIGN

ROOFING MEMBRANE

EXTEND ROOFING MEMBRANE 6" UP

EXISTING SHEATHING

METAL FLASHING

TERMINATION BAR SET IN BED OF SEALANT

SECURE LOWER CUT EDGE OF EXISTING PANEL BY

POP-RIVETING TO A CLEAT THAT HOOKS INTO

KICKED OUT MTL FLASHING LEG. FASTEN THROUGH

A MTL SPACER BETWEEN BACK OF PANEL AND

CLEAT THAT IS HIGH ENOUGH TO PREVENT

FLASHING FROM HITTING BACK OF PANEL.

WD BLOCKING CANT

TO SHEATHING +/-

3" F.O. EXISTING PANEL

DRAPE EPDM OR NEOPRENE BELLOWS INTO

EXPANSION JOINT AND FASTEN TO EXISTING

SHEATHING AS SHOWN, BELLOWS IS TO RUN

CONTINUOUSLY THROUGH BUILDING EXPANSION

JOINT BOTH VERTICALLY AND HORIZONTALLY

(USE PRE-FORMED CORNERS)

2X4 WD BLOCKING

BLOCKING AS REQ.

EXISTING METAL PANEL SYSTEM

AREA OF GRAY HATCH REPRESENTS

EXISTING CONSTRUCTION TO REMAIN, TYP

FILL BELLOWS WITH MINERAL WOOL

INSUL, TYP

EXTEND BELLOWS MEMBRANE UP WALL TO

CREATE 4" MINIMUM OVERLAP WITH ROOF

MEMBRANE

RE-FASTEN UPPER CUT EDGE AND SIDES

OF EXISTING PANEL BY POP-RIVETING TO Z-

CLIPS (FASTEN Z-CLIPS THROUGH BED OF

SEALANT INTO EXISTING STUD WALL)

SUPPORT WD CANT ON CFMF AND

FASTEN PLYWD TO FACE AS SHOWN

WD BLOCKING AS REQ AT

EDGE OF DECK TO PICK UP

ROOF ASSEMBLY, TYP

WALL AS SCHEDULED, SEE

ASSEMBLY TYPES FOR TOP OF

PARTITION DETAILS

FLANGED EXPANSION

JOINT COVER

ROOFING MEMBRANE

METAL FLASHING

MTL SPACER AT POP RIVETS

TO PREVENT MTL FLASHING

FROM CONTACTING BACK OF

EXISTING MTL PANEL AND

ALLOWING WALL DRAINAGE

CLEAT

POP-RIVET

EXISTING MTL

PANEL

DEMOLISHED PORTION

OF METAL PANEL

PROVIDE 2 FEET HIGH MINERAL WOOL INSUL AROUND ENTIRE INTERFACE

OF EXISTING AND NEW CONSTRUCTION - FILL ENTIRE WIDTH OF VOID AND

INSTALL ON PUSH PINS ADHERED TO EXISTING METAL PANEL.

WATER CUTOFF MASTIC TO BE USED

WHERE MEMBRANE IS SECURED WITH A

TERMINATION BAR, TYP

SEE STRUCT FOR MTL DECK

SUPPORT

2-PIECE MTL COUNTERFLASHING

EXTEND EPDM UNDER

COUNTERFLASHING AND

SEAL TO SAMF

LAP EPDM OVER 1" FOAM

TUBE AT TRANSITION TO

ALLOW MOVMENT - TYP

TAPERED OR SHIMMED WD

BLOCKING AS REQ. FOR

PLYWD SUPPORT

MIN - 1/4"/FT SLOPED 5/8" PLYWD

1/2" PLYWD, TYP

USE OUTER PLYWD FOR OUTER

METAL PANEL ALIGNMENT AS

SHOWN IN THIS DETAIL

USE INNER PLYWD FOR INNER

METAL PANEL ALIGNMENT

CONCRETE SLAB WHERE THIS DETAIL

OCCURS AT 4TH FL ELEV STOP -

INSTALL SILL SEAL BETWEEN MTL

STUD AND SLAB IN THESE LOCATIONS

MINERAL WOOL INSUL

EXTEND AVB TO ROOF DECK

SAMF - EXTEND UP FO WALL

OVER AVB AND DOWN FACE

PLYWD UNDER ROOF MEMBRANE

2x6 2x6

METAL DECK - PROVIDE PLYWD SUPPORT

BETWEEN DECK FLUTES FOR 2X BLOCKING

WHERE DECK SPANS IN OPPOSITE DIRECTION

TAPE-IN MTL FLASHING WITH SAMF

PROTECT UPPER EDGE OF

TERMINATION BAR WITH LAP SEALANT

TERMINATION BAR SET

IN BED OF SEALANT

WATER CUTOFF MASTIC TO BE

USED WHERE MEMBRANE IS

SECURED WITH A

TERMINATION BAR, TYP

CLOSURE BY MTL PANEL MFG

PARAPET BEYOND

1'

1/

2"

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

0%

S

UB

MI

TT

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ID

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TS

3-31-2016

Exterior Details

AS503

PNDW

3" = 1'-0"3 EXISTING ROOF TO WALL EXPANSION JOINT

3" = 1'-0"4 EXISTING ROOF TO NEW ROOF EXPANSION JOINT

3" = 1'-0"2 NEW ROOF TO EXISTING WALL EXPANSION JOINT

3" = 1'-0"1 ROOF TO WALL TRANSITION

EXISTING FND

G

E-6.8

E-AA

SHAFT WALL PER PLANS

FILL BELLOWS WITH MINERAL

WOOL INSUL, TYP

2X4 WD BLOCKING

DEMOLISH THIS DASHED LINE PORTION OF EXISTING

PANEL AND ASSOCIATED FURRING AS REQ

EXISTING 8' HIGH DOOR SYSTEM TO BE DEMOLISHED

6"

FILL VOID WITH MINERAL WOOL INSUL

EJ COVER PLATE

LIQUID MEMBRANE

EXTEND BELLOWS BEHIND

ENTIRE REINSTALLED MTL PANEL

WD BLOCKING AS REQ TO CARRY BELLOWS

REMOVE, MODIFY, AND REINSTALL EXISTING METAL PANEL TO ALLOW

INSTALLATION OF BLDG EXPANSION JOINT - FASTEN THROUGH NEW WD BLOCKING -

AT BOTTOM OF WALL RESEAL PANEL RETURN TO EXISTING CONCRETE FNDMTL CLOSURE TRIM BY C-WALL

MFG, WRAP BLOCKING AT EJ

COVER AND FASTEN

SEAL BELLOWS TO AVB

BED BOTH SIDES OF EJ COVER IN SEALANT, TYP

SHAPE BLOCKING AS REQ TO ALIGN WITH

EXISTING MTL PANEL RETURN

SEALANT AT ALL BLOCKING

FASTENED THROUGH BELLOWS, TYP

PROVIDE BENT CFMF AS

NECESSARY TO CARRY

SHEATHING

2HR RATED EXPANSION JOINT AND COVER - SHIM

ATTACHMENT SURFACES AS REQ TO FIT

NEW 7' HIGH DOOR SYSTEM AS SCHEDULED

SHIMMED GWB INFILL TO MATCH EXISTING -

PROTECT CORNER WITH METAL ANGLE

4"

AS504

EXISTING CAST IN PLACE COLUMN

EXISTING EXTERIOR SHEATHING

G

E-6.8

E-AA

WD BLOCKING AS REQ TO CARRY BELLOWS

REMOVE, MODIFY, AND REINSTALL EXISTING METAL PANEL TO

ALLOW INSTALLATION OF BLDG EXPANSION JOINT - FASTEN

THROUGH NEW WD BLOCKING

LIQUID MEMBRANE

MTL CLOSURE TRIM BY C-WALL MFG, RETURN

AT EJ COVER AND FASTEN TO BLOCKING

SEAL BELLOWS TO AVB

BED BOTH SIDES OF EJ COVER IN SEALANT, TYP

SHAFT WALL PER PLANS

FILL BELLOWS WITH MINERAL

WOOL INSUL, TYP

1'

1/

2"

2X4 WD BLOCKING

DEMOLISH THIS DASHED LINE

PORTION OF EXISTING PANEL

1'

3/

4"

FILL VOID BETWEEN EXISTING AND NEW CONSTRUCTION WITH MINERAL

WOOL INSUL FOR 2 FEET MINIMUM BEYOND EXPANSION JOINT, TYP

7"

SEE PLANS/SECTIONS FOR EXTERIOR WALL TYPES

AND ASSEMBLY SHEET FOR COMPONENTS

EJ COVER PLATE

SHAPE BLOCKING AS REQ TO ALIGN WITH

EXISTING MTL PANEL RETURN

EXTEND BELLOWS BEHIND

ENTIRE REINSTALLED MTL PANEL

SEALANT AT ALL BLOCKING

FASTENED THROUGH BELLOWS, TYP

4" TYP

PROVIDE BENT CFMF AS

REQ TO CARRY SHEATHING

4"

BELLOWS MEMBRANE - EXTEND

ACROSS TOP AND DOWN FACE OF FND

BEHIND MTL FLASHING AS SHOWN

SLOPED MTL FLASHING

SAMF TRANSITION STRIP

MEMBRANE STRIP TO ISOLATE

BLOCKING FROM CONCRETE - TYP

2X BLOCKING

SEAL ALL MEMBRANE

PENETRATIONS

RETURN METAL FLASHING AT

BLOCKING ON BOTH SIDES OF

EXPANSION JOINT AND ACROSS FACE

OF WALL FOR ENTIRE HORIZONTAL

EXTENT OF BELLOWS MEMBRANE

EXPANSION JOINT COVER PLATE,

CLOSURE AT BOTTOM

NEW FND, SEE STRUCT

G

E-6.8

E-AA

7"

SHAFT AND FURRING

PARTITIONS PER PLANS

FILL VOID BETWEEN EXISTING AND

NEW CONSTRUCTION WITH MINERAL

WOOL INSUL FOR 2 FEET MINIMUM

BEYOND EXPANSION JOINT, TYP

EXPANSION JOINT COVER ABOVE

EXISTING MTL PANEL ABOVE

NEW MTL PANEL ABOVE

AS504

NEW FND, SEE STRUCT

EXISTING FND

DASHED LINE = SLOPED

MTL SILL FLASHING ABOVE,

FORM A PAN AS SHOWN IN

SECTION DETAIL AND RUN

BEHIND ENTIRE EXTENT

OF BELLOWS MEMBRANE

SOLID HEAVY LINE =

BELLOWS MEMBRANE ABOVE,

SEE DETAILS THIS PAGE

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

0%

S

UB

MI

TT

AL

- B

ID

D

OC

UM

EN

TS

3-31-2016

Exterior Details

AS504

PNDW

3" = 1'-0"3 DETAIL AT STAIR 2 DOOR JAMB EXPANSION JOINT

3" = 1'-0"5 DETAIL AT STAIR 2 EXPANSION JOINT

3" = 1'-0"1 EXPANSION JOINT AT TOP OF FOUNDATION WALL

3" = 1'-0"2 FOUNDATION BELOW EXPANSION JOINT

E-A

E-4

EXISTING CONCRETE

COLUMN

NOTE: EJ COVER, BELLOWS AND OTHER COMPONENTS TURN

HORIZONTAL BELOW AT LEVEL OF EXISTING SOFFIT

REMOVE EXISTING FURRING CHANNEL

AND REPLACE WITH WD BLOCKING TO

ALLOW REINSTALLATION OF METAL PANEL

REMOVE AND REINSTALL EXISTING

METAL PANEL TO INSTALL NEW

BLDG EXPANSION JOINT

SEAL BELLOWS TO DAMP-PROOFING ON

FACE OF COL WITH LIQUID MEMBRANE

BLOCKING AS REQ FOR FASTENING OF MTL

CLOSURE TRIM

MTL CLOSURE TRIM TO MATCH

COLOR OF EXISTING MTL PANEL

9" +/-

BLOCKING FOR CLOSURE TRIM

FASTENING

SEAL BELLOWS TO AVB

BED BOTH SIDES

IN SEALANT,TYP

FACE OF BLOCKING THAT FRAMES THE

EXPANSION JOINT ALIGNS WITH BLOCKING IN

ROOF EXPANSION JOINT ABOVE - FASTEN TO

PLYWD/STL ANGLE

REMOVE SECTION OF EXISTING

MTL PANEL BEGINNING AT JOINT

PROVIDE 5X5 STL ANGLE THAT ALIGNS WITH

ANGLE IN ROOF EXPANSION JOINT DETAIL AT

ELEVATOR WALL - MOUNT ON BLOCKING

FASTENED TO EXISTING CONSTRUCTION -

ANGLE AND BLOCKING ARE TO RETURN

BELOW TO ALLOW FRAMING OF HORIZONTAL

EXPANSION JOINT AT THE LEVEL OF THE

THIRD FLOOR EXTERIOR SOFFIT

EJ COVER

PLATE

RESEAL EXISTING PANEL TO NEW

CLOSURE TRIM

PLYWD

SEALANT BETWEEN BLOCKING

AND BELLOWS, TYP

SEAL EJ COVER TO BELLOWS

AT BOTH SIDES, TYP

MINERAL WOOL INSULATION IN

GAP

SEALANT AT ALL BLOCKING

FASTENED THROUGH BELLOWS, TYP

FILL BELLOWS WITH

MINERAL WOOL INSUL, TYP

SHAFT WALL AS SCHEDULED

BENT CFMF CLOSURE TO CARRY SHAFT

WALL RATING TO EXTERIOR SHEATHING.

FASTEN TO 6" MTL STUD AND SHAFT WALL

TRACK AS SHOWN - INSTALL SHEATHING

ON EXTERIOR FACE AND FILL TRIANGULAR

VOID WITH MINERAL WOOL INSULATION

GWB FOR FULL HEIGHT OF BENT

CFMF CLOSURE

4"

FILL VOID BETWEEN EXISTING AND NEW

CONSTRUCTION WITH MINERAL WOOL INSUL FOR 2

FEET MINIMUM BEYOND EXPANSION JOINT, TYP

C

4" BLDG EJ COVER - EJ STOPS AT

FND/C-WALL SILL BELOW AND DOES

NOT CONTINUE THROUGH PRECAST

F.O. PRECAST BELOW

2X BLOCKING FOR EXPANSION

JOINT COVER ATTACHMENT EXPANSION JOINT WALL COVER

EXPANSION JOINT CLG

COVER ABOVE

EXISTING EXTERIOR COLUMN

WRAP AVB ONTO EXPANSION JOINT

BLOCKING AS SHOWN AND SEAL

TYPICAL FURRING SYSTEM

FOR OUTER ACM PANEL

BED IN

SEALANT

EPDM OR NEOPRENE BELLOWS,

SEAL OVER AVB ON WD BLOCKING

AND FILL WITH MINERAL WOOL INSUL

C

2X42X4

2X4

2X8

SE

E

AS

SE

M

BL

Y

TY

PE

S

FO

R

W

AL

L C

O M

PO

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EN

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4"

DO NOT FASTEN ACM PANEL

THROUGH BELLOWS MEMBRANE

EXISTING EXTERIOR

COLUMN

SHAFT WALL AS SCHEDULED

2X BLOCKING FOR EXPANSION

JOINT COVER ATTACHMENT

WRAP AVB ONTO EXPANSION JOINT

BLOCKING AS SHOWN AND SEAL

BENT CFMF CLOSURE TO CARRY SHAFT

WALL RATING TO EXTERIOR SHEATHING.

FASTEN TO 6" MTL STUD AND SHAFT WALL

TRACK - INSTALL SHEATHING ON EXTERIOR

FACE AND FILL TRIANGULAR VOID WITH

MINERAL WOOL INSULATION

DO NOT FASTEN ACM PANEL

THROUGH BELLOWS MEMBRANE

GWB FOR FULL HEIGHT OF BENT

CFMF CLOSURE

EXPANSION JOINT CLG

COVER BELOW

7"4"

2X42X4

2X4

2X8

4" BLDG EJ COVER

EPDM OR NEOPRENE BELLOWS,

SEAL OVER AVB ON WD BLOCKING

AND FILL WITH MINERAL WOOL INSUL

EDGE OF SLAB BELOW

C

SE

E

AS

SE

M

BL

Y

TY

PE

S

FO

R

W

AL

L C

O M

PO

N

EN

TS

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

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M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

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3-31-2016

Exterior Details

AS505

PNDW

3" = 1'-0"2 INTERIOR CORNER EXPANSION JOINT - THIRD FLOOR

3" = 1'-0"1 INTERIOR CORNER EXPANSION JOINT - FIRST FLOOR

3" = 1'-0"3 INTERIOR CORNER EXPANSION JOINT - SECOND FLOOR

2' - 2 1/2" +/- 5" +/-

LOCATE DOOR JAMB AS CLOSE TO

EXISTING CONC COL AS POSSIBLE

WITHOUT INTERFERING WITH

HANDRAIL OF NEW STAIR

MODIFY AND REINSTALL

EXISTING HANDRAIL AT NEW

DOOR JAMB

EXISTING 10" CONC COL

NOTE: GRAY HATCH REPRESENTS APPROXIMATE AREA

OF EXISTING CONSTRUCTION TO REMAIN. SELECTIVELY

DEMOLISH EXISTING EXTERIOR WALL AS REQ FOR NEW

DOOR - NEW INFILL FINISHES TO MATCH EXISTING

EXISTING GWB ON LG FURRING

EXISTING 8" INSULATED MTL

STUD

EXISTING 1/2" SHEATHING TO

REMAIN

DEMOLISH EXISTING EXTERIOR MTL

PANEL AND FURRING AS REQUIRED

TO INSTALL NEW DOOR

PROVIDE NEW 1-HR FIRE RATED

8" MTL STUD INFILL AT NEW HM

DOOR OPENING

SHAFT WALL PER PLAN, RETURN TO

NEW DOOR OPENING WITH 2 1/2"

LGMF AND TWO LAYERS GWB

STAIR 3 HANDRAIL AND TREADS

NEW HM DOOR AND FRAME AS

SCHEDULED, SEE TYPICAL DOOR

DETAILS FOR ADDITIONAL NOTES

DEMOLISH EXISTING CORNER

WINDOW UNIT AND ASSOCIATED

SUPPORT STRUCTURE AS REQ

TO INSTALL NEW INFILL WALL

INFILL WALL OF 6" LGMF AND

ACOUSTIC INSUL - PNT TO MATCH

EXISTING - USE 1/2" NON-PAPER-

FACED GWB SHEATHING ON EXTERIOR

AND 5/8" GWB ON INTERIOR

EXISTING PLYWOOD WINDOW SILL BELOW

WITH FINNED TUBE HEAT AND GRILL

11"

NEW GWB AND FURRING AS REQ

DEMOLISH EXISTING CORNER

WINDOW UNIT AND ASSOCIATED

SUPPORT STRUCTURE AS REQ

TO INSTALL NEW INFILL WALL

4"

4'

8"

PATCH CONSTRUCTION AS REQ

TO MATCH EXISTING FINISHES

NOTE: AT EXISTING THIRD FLOOR THE WINDOW INFILL

WALL IS A DIFFERENT - SEE SECTION FOR CORRECT

DETAIL AT THIS LOCATION

AS306

7 1/2" +/-

4"

2 HR FIRE-RATED FLOOR

EXPANSION JOINT

NOTE: GRAY HATCH REPRESENTS APPROXIMATE AREA

OF EXISTING CONSTRUCTION TO REMAIN. SELECTIVELY

DEMOLISH EXISTING EXTERIOR WALL AS REQ FOR NEW

DOOR - NEW INFILL FINISHES TO MATCH EXISTING

EXISTING GWB ON LG FURRING

EXISTING 8" INSULATED MTL STUD

EXISTING 1/2" SHEATHING TO REMAIN

DEMOLISH EXISTING EXTERIOR MTL

PANEL, FURRING, AND MTL STUD

BACKUP WALL AS REQ TO INSTALL NEW

DOOR AND EXPANSION JOINT

PROVIDE NEW 1-HR FIRE

RATED 8" MTL STUD INFILL

AT NEW HM DOOR OPENING

SHAFT WALL PER PLAN, RETURN TO

NEW DOOR OPENING WITH 2 1/2"

LGMF AND TWO LAYERS GWB

NEW GWB AND FURRING AS REQ

2 HR FLOOR ASSEMBLY - NEW

CONNECTOR STAIR LANDING AT

EXISTING FLOOR LEVEL

NEW HM DOOR AND FRAME AS

SCHEDULED, SEE TYPICAL DOOR

DETAILS FOR ADDITIONAL NOTES

FURRING CHANNEL ON

BEAM FOR SHAFT WALL

TRACK ANCHORAGE

SHAFT WALL

7" +/- VIF

SHAFT WALL

EXISTING OPENING IN

CONCRETE WALL FOR

EXISTING 8' EXTERIOR DOOR

SHAFT WALL PER PLAN

MODIFY AND REPAIR EXISTING

FINISHES AS REQ

EXISTING 8' HIGH STEEL DOOR

SYSTEM TO BE DEMOLISHED

2HR RATED EXPANSION JOINT AND

COVER - SHIM ATTACHMENT

SURFACES AS REQ TO FIT

2HR RATED INFILL OF MTL STUDS

AND TWO LAYERS GWB

ALIGN NEW AND EXISTING FINISH,

PAINT NEW TO MATCH EXISTING

EXISTING MTL PANEL SYSTEM TO BE

REMOVED AS REQ FOR

INSTALLATION OF NEW DOOR

4"

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2HR RATED FLOOR

EXPANSION JOINT

EXISTING CONCRETE

STRUCTURE AND FLOOR

REMOVE EXISTING METAL

PANEL AND FURRING

SYSTEM AS REQ

EXISTING DOOR SYSTEM TO BE

DEMOLISHED

BLOCKING AS REQ TO FASTEN

FLOOR EXPANSION JOINT COVER

CLOSURE ANGLE

NEW 7' HIGH DOOR SYSTEM AS

SCHEDULED

FLOOR EXPANSION JOINT COVER

7" +/-

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