Vanlim Ma's Work Sample

VANLIM MA 2023

Professional Projects 3

johns Hopkins University hopkins student center overview (hsc) hsc | roofs and envelope hsc | VISUAL MOCKUP (vmu) hsc | technical drawing

13

Lehigh university north plinth feasibility study

16

Yale new Haven Hospital Inpatient bed reallocation

20

wake forest university tribble hall facade study

22

Risk strategies office buildout

24

leonard dental group clinic buildout

26

johns Hopkins University Krieger Breezewall Study

2

johns hopkins university baltimore, md Revit Design Architect: BIG Architect of Record: Shepley Bulfinch

RENDERING BY big 3

Hopkins Student Center The Hopkins Student Center is a $250 million LEED Platinum Mass Timber project. With 150,000 sq. ft. and 29 roofs, the building is a social hub consisting of non-academic programs such as a large central campus living room, a variety of social spaces, community lounges, art and enrichment spaces, and dining options.

S

R

14'-0"

18

14'-0"

17

Q 14'-0"

16

P 14'-0"

15

14

14'-0"

14'-0"

M

14'-0"

14'-0"

A411

K

14'-0"

12

14'-0"

11

3

A413

L

14'-0"

13

2

14'-0"

N 14'-0"

10

14'-0"

238'-0"

A322

H 14'-0"

9

2

14'-0"

J 14'-0"

14'-0"

14'-0"

G

F

14'-0"

8

14'-0"

7

E

6

14'-0"

5

C 14'-0"

4

14'-0"

14'-0"

14'-0"

14'-0"

3

14'-0" 1 A322

14'-0"

A 14'-0"

2

14'-0"

4

1

2

A413

A413

A321

A321

A416

B 14'-0"

1

2 A411

3

1

D

14'-0"

EXECUTIVE ARCHITECT

T 14'-0"

14'-0" TOP OF ROOF T.O.F.F. 78'-0" (274'-6" BCVD)

4

A412

2

1

A414

A414

DESIGN ARCHITECT

U

99 Cha Boston, T:617.4 shepley

45 Main Brookly big.dk

TOP OF ROOF T.O.F.F. 78'-0" (274'-6" BCVD)

6 Author Checker Approver

A522

5 A412

DOWNSPOUT COVER

LEVEL 4 MECH T.O.F.F. 55'-0" (251'-6" BCVD) LEVEL 4 T.O.F.F. 45'-0" (241'-6" BCVD)

OWNER

62'-0"

LEVEL 4 MECH T.O.F.F. 55'-0" (251'-6" BCVD)

3910 K BALTIM

LEVEL 4 T.O.F.F. 45'-0" (241'-6" BCVD)

12 A515

LEVEL 2 T.O.F.F. 16'-0" (212'-6" BCVD)

NO

CONSULTANT

LEVEL 3 T.O.F.F. 31'-0" (227'-6" BCVD)

ISSUANCES

LEVEL 3 T.O.F.F. 31'-0" (227'-6" BCVD)

LEVEL 2 T.O.F.F. 16'-0" (212'-6" BCVD)

4

2

A516

A511

LEVEL 1 T.O.F.F. 0" (196'-6" BCVD) LEVEL 1 LOWER LEVEL 1 T.O.F.F. -4'-0" 0"(192'-6" BCVD) T.O.F.F. (196'-6" BCVD)

STAMP

3 A520

LEVEL 1 LOWER T.O.F.F. -4'-0" (192'-6" BCVD)

PROJECT INFORMATION

ELEVATION EAST ELEVATION 11NORTH EAST ELEVATION SCALE 3/32" = 1'-0" SCALE 3/32" = 1'-0"

JO ST

320 BAL JOB

E E DRAWING INFORMATION

9/11/2022 11:59:05 PM

Autodesk Docs://5190 JHU Student Ctr/5190_JHUHSC_ARSB_MAIN_R22.rvt

JOHNS HOPKINS STUDENT CENTER

KE

THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.

A

B

C

14'-0"

14'-0"

D 14'-0"

E 14'-0"

F

G

14'-0"

14'-0"

H 14'-0"

1 A322

J 14'-0"

K

L

14'-0"

14'-0"

M

N

14'-0"

14'-0"

3

2

2

A413

A322

A416

P 14'-0"

Q 14'-0"

R 14'-0"

S

T

14'-0"

14'-0"

A

08/

U 14'-0"

3 A414 TOP OF ROOF T.O.F.F. 78'-0" (274'-6" BCVD) 3

1

A416

A415

1 A417

LEVEL 4 MECH T.O.F.F. 55'-0" (251'-6" BCVD)

3 A522

ISSUANCES

LEVEL 4 T.O.F.F. 45'-0" (241'-6" BCVD)

11 A521

LEVEL 3 T.O.F.F. 31'-0" (227'-6" BCVD)

4

FREE STANDING FIRE DEPARTMENT SIAMESE CONNECTION

NO. D

LEVEL 2 T.O.F.F. 16'-0" (212'-6" BCVD)

A543

SOUTH ELEVATION SCALE 3/32" = 1'-0"

2 A517

10

LEVEL 1 LOWER T.O.F.F. -4'-0" (192'-6" BCVD)

A517

KEY P

PROJECT INFORMATION

2 south ELEVATION

4 A515

JOH STU

3200 N BALTIM JOB NO

NS EL

4 A DRAWING INFORMATION

9/12/2022 12:14:24 AM

Autodesk Docs://5190 JHU Student Ctr/5190_JHUHSC_ARSB_MAIN_R22.rvt

JOHNS HOPKINS STUDENT CENTER

LEVEL 1 T.O.F.F. 0" (196'-6" BCVD)

THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.

08/26

hsc | Roofs and Envelope Revit

ROOF BUILDup AND OUTRIGGER BEAM STUDY The project consists of 29 Dowel Laminated Timber roofs with glazing and metal panel envelope. Each roof comprised of outrigger steel beams, water and thermal proofing layers, drainage penetration, mechanical penetration, mechanical well, roof ladder, and more.

My responsibility is to study the roofs and envelope, identify, and coordinate with internal and external consultants to solve unique detail conditions while preserving the design intent.

One of the many challenges we face on the project is maintaining water and thermal proofing with the height of the outrigger beams required by the roof type and size.

The trick is to meet the design intent of specified roof fascia height and clerestory curb clearance. Any new variable in roof structure requires rigorous study and problem-solving on the roof to ensure that the roof functions properly while meeting code requirement and design intent.

5

1/

METAL PANEL RAINSCREEN AT MECH. WELL (EWS-05)

SLOPE 41" PER FT

MTL.01 PERFORATED ALUMINUM SHEET

COVER BOARD

LVR.01

WATER/THERMAL PROOFING LAYERS TAPERED XPS INSULATION

VERTICAL BLADE LOUVER

AIR BARRIER / VAPOR RETARDER FULLY ADHERED TO SHEATHING

ALUMINUM PAN FLASHING SUPPORT ANGLE FOR PERFORATED PANEL

CONCRETE SLAB

SCALE 1-1/2" = 1'-0"

CL STRUCTURE

B.O.M.

F.O.G.

Author Checker Approver

MTL.04 SLOPE 81" PER FT. DIRECTION VARIES

2'-6"

VARIES

EXT.

VARIES

INT. CL JT. T.O.FASCIA

MFAB-01

1

OUTRIGGER STEEL BEAM

VARIES

PMR ROOF SYSTEM

PMMA / PUMA FLASHING

MTL.04 U.O.SOFFIT

MFAB-01 FILTER FABRIC 3" FOAM GLASS INSULATION TAPERED XPS INSULATION DRAINAGE MAT PAVERS ON ADJUSTABLE LEVELING PEDESTALS

CL

SLOPE 81" PER FT. DIRECTION VARIES

F

SLOPE 81 " PER FT

TOP OF INSULATION TO T.O.F

FAS-01

COLUMN BEYOND

T.O.F

SEE INT. SCOPE FOR FINISHES

E

PMR ROOF SYSTEM

C

FASCIA CLEARANCE

ACOUSTIC TREATMENT, SEE INTERIOR SCOPE

T.O.FASCIA

ABS-01 AIR / WATER BARRIER

SLOPE 81 " PER FT

4” INSULATION BUILD B UP

B

B

TIMBER W/ SHEATING A

A

A

G F TOP OF WP TO T.O.F

MTL.01

C

SLOPE 81" PER FT. DIRECTION VARIES

H

EXTERIOR GRADE SHEATHING ON CFS STUD WALL

D

AIR BARRIER / VAPOR RETARDER FULLY ADHERED TO SHEATHING PMR ROOF SYSTEM

1/8 IN SLOPE W/ CEMENT C BOARD METSYS FOOR RMP

REP "18 EPOLS

MTL.04 DEFLECTION TRACK

T.O.FASCIA

G

CEMENTITIOUS COVER BOARD

DRIP EDGE

PMR ROOF SYSTEM

D

T.O.F

8"

WPS-01 FIBER REINFORCED HOT FLUID APPLIED MEMBRANE WITH PROTECTION BOARD

KERF EDGE DLT WITHOUT ACOUSTIC ROUTING AT SOFFIT

SEE INT. SCOPE FOR FINISHES

H

8"

E

SHEET MEMBRANE TIE-IN FROM DADO LINE TO AIR/WATER BARRIER

8"

PAV-01

VARIES

LINE OF DLT ACOUSTIC PROFILE CONTINUOUS SEALANT LINE AT SHEATHING TOP & BOTTOM WITH 2-LAYER AIR & VAPOR SEAL BETWEEN DLT LAMINATIONS WHERE DLT SPANS PERPENDICULAR TO FACADE LINE

NOTES: 1.

OVERBURDEN CONSISTS OF PAVERS OR METAL BAR GRATE ON PEDESTAL SYSTEM, OR PV PANELS ON BALLASTED RACK SYSTEM - SEE ROOF PLANS FOR EXTENT 2.

ALL SUBSTRATE BOARD JOINTS TO BE PRE-STRIPPED IN WITH NEOPRENE PRIOR TO MEMBRANE INSTALLATION AS RECOMMENDED BY MANUFACTURER. 3.

R-30 MIN INSULATION (FOAM GLASS AND XPS COMBINED) 4.

ELECTRONIC LEAK DETECTION (ELD) SYSTEM WITH CONDUCTIVE MEDIUM BELOW MEMBRANE AS RECOMMENDED

BY MEMBRANE AND ELD SYSTEM MANUFACTURERS. 5.

SEE ROOF PLANS FOR EXTENT AND LOCATIONS OF FALL ARREST SYSTEM, AND LIGHTENING PROTECTION SYSTEM.

GROUTED SUMP

SLOPE 81" PER FT. D

MTL.02 FAS-01

ROOF BUILDUP SECTION DIAGRAM

ROOF DRAIN, SEE PLUMBING

W.P. MEMBRANE

3 5/8"

DLT DECK MARGAID NOITCES PUDPLYWOOD LROOF IUSHEATHING B WITH FOOR LINE OF OVERFLOW DRAIN, SEE PLUMBING

FASCIA CLEARANCE E

PV PANEL AND BALLAST RACK SYSTEM

SECTION DIAGRAM A

ROOF SCUPPER DRAIN GROUTED INTO SHEETMETAL SLEEVE, SEE PLUMBING

SCALE 1-1/2" = 1'-0"

DRAIN BOARD AND INSULATION D

3

PAV.01

9 EWS 03A/B - BASE CONDITION @ SCUPPER DRAIN

CTION DIAGRAM

SO-01 VARIES

EWS-04 ASSEMBL

AIR BARRIER / VAPOR RETARDER FULLY ADHERED

ROOF 22 AXON DIAGRAM

SCALE 1-1/2" = 1'-0"

2

PMR ROOF SYSTEM

A

3" GLASS FOAM INSULATION W.P. MEMBRANE XPS INSULATION

6 EWS 04 - TYP. MECHANICAL LOUVRE F.O.P.

5" MAX

F.O.P.

2 3/4"

DRAIN

8" MIN.

10 MECHANICAL WELL ROOF SYSTEM

A

EXT.

MFAB-01

1 SEMI-RIGID MINERAL SLOPE 8" PER FT. DIRECTION VARIES WOOL INSULATION

ALUMINUM PLATE RAINSCREEN ON THERMALLY BROKEN GIRT SYSTEM NOTE: SEE 8 / A-560 FOR FASCIA ASSEMBLY AT 2X6, 2X10 AND 2X12 DLT ROOF DECKS

SLOPE 81" PER FT. DIRECTION VARIES

EXT.

4'-0" SUMP AREA

TYPICAL ROOF SYSTEM AND ROOF DRAIN (1/8" PER FOOT SLOPE) EWS 04 - TYP. HEAD DETAIL @ TYP. ROO 8 5 EWS 03A/B TYP. BASE CONDITION @ TYP. ROOF ASSEMBLY 03A/B TYP. BASE CO .PYT - B/A30 SWE EWS 03A/B TYP. BASE CONDITION @ TYP. ROOF ASSEMBLY EWS 03A/B TYP. BASE CONDITION3@ TYP. ROOF- ASSEMBLY DIAGRAM C C C DIGRAM 2 C 1C 1 EWS 1 1DIAGRAM 1 1 AICSAF TA NOITCES SECTION AT CLERESTORY CURB

SECTION AT FASCIA

SECTION AT CLERESTORY CURB

SCALE 1-1/2" = 1'-0"

SCALE 1-1/2" = 1'-0"

EGAREVA

AVERAGE

AVERAGE

SCALE 1-1/2" = 1'-0"

2x12 DLT ROOF DECK

2x12 DLT KCROOF ED FODECK OR TLD 21x2

SCALE 1-1/2" = 1'-0"

CL STRUCTURE

KCED FOOR TLD 21x2

"0-'1 = "2/1-1 ELACS

F.O.P.

2x12 DLT ROOF DECK

VARIES

SCALE 1-1/2" = 1'-0"

SCALE 1-1/2" = 1'-0"

AVERAGE

AVERAGE

6

F.O.P.

S SECTION AT FASCIA

hsc | Visual mockup (vmu) Revit | Rhino

permit documentation scope On such a large-scale and complex project like this one, it is essential to build a Visual Mockup (VMU). Portions of roofs 27 and 28 were designated to be built on site. Visually, the design team and client can assess and confirm glazing and roof detail, finishes, MEP routing, and many other unresolved decisions.

rendering by big

7

INTERIOR FINISH MATERIAL #1, PER JHU GRL-01

STAMP

INTERIOR FINISH MATERIAL #2, PER JHU

23D - VMU (PARTIAL) SCALE

PAV-01

PV PANELS

PV PANELS, ASSEMBLY, FRAME DIMENSION, ALIGNMENT, AND PANEL MATERIAL TO MATCH PROJECT INTENT

FAS-01 EWS-03

OVERFLOW ROOF PENETRATION DRAIN LEADER TO ALIGN TO MULLION PAV-01

MFAB-01 (ALIGNED TO CLEARSTORY MULLION) EWS-04 WITH LOUVER

WALL CONSTRUCTION: - 6" CFMF - 5/8" SHEATHING (BOTH SIDES) - AIR BARRIER - EXTERIOR METAL FLASHING, PTD BLACK

EWS-04

TYP. EXTERIOR SOFFIT LIGHT, POWER AND ROUTING AS NECESSARY, PER L'OBSERVATOIRE

WALL CONSTRUCTION: - 6" CFMF - 5/8" SHEATHING (BOTH SIDES) - AIR BARRIER - EXTERIOR METAL FLASHING, PTD BLACK

3 A-560

SIM

3 A-561

REMOVABLE CABLE BRACING

AESS MULLIONS/TRANSOMS PT-16

TYP

3

MLT-03

EWS-01

A-945

6 1

A-550

A-5 60

TYP. HOLLOW METAL DOOR, AS NECESSARY, EDGE OF FRAME 6' MIN FROM EDGE OF WALL

CL

2

7

A-561

7

TRENCH DRAIN. SEE 1/A560

A-551

SIM

A-560

REMOVABLE LINEAR LIGHT FIXTURE SPRINKLER MAIN, PAINTED. COLOR TBD

2

PATH CONDITION (SEE L-SERIES) PER MVVA

MLT-17

VIEW WINDOW OPENING THROUGH PARTITION AND CLT

DROPPED CEILING

REMOVABLE CABLE BRACING

AESS MULLIONS, PT 16 *LOW ROOM* TO SHOW PVDF OPTION 1, TBD *HIGH ROOM* TO SHOW PVDF OPTION 2,TBD

A-945

& PER ROCKWELL

TIMBER STRUCTURE, 1 FULL BAY

TYP. HOLLOW METAL DOOR. AS REQUIRED.

BASE AS NEEDED

KEY PLAN OPENING IN INTERIOR PARTITION BETWEEN ROOMS. WHITE PAINTED GYP FINISH, OR ALT FINISH PER JHU

CONCRETE COLUMN (BEYOND)

INTERIOR FINISH MATERIAL #1, PER JHU

7

A-560 1 A-903

CABLE BRACING

NON-STRUCTURAL CLT WALL

JOHNS HOPKINS STUDENT CENTER

GRL-01

3200 NORTH CHARLES STREET BALTIMORE, MD, 21218

JOB NO: #2, 5190.000 INTERIOR FINISH MATERIAL PER JHU

1

SIM & PER ROCKWELL 1

ROLLER SHADES

MEZZANINE LEVEL SLAB

EWS-02

HARDSCAPE CONDITION (SEE L-SERIES) PER MVVA

LANDSCAPE CONDITION (SEE L-SERIES) PER MVVA

SPRINKLER BRANCH, PAINTED. COLOR TBD

MTL-15 INTERIOR SOFFIT COVER

INTERMEDIATE SLAB (BEYOND)

A-560

TRENCH PANEL JT TO ALIGN W/ CENTERLINE OF EWS-01

DLT

SOFFIT TO DLT TRENCH

PROJECT INFORMATION

3

ROLLER SHADES 4 07/29/2022 BULLETIN 05 3 05/12/2022 RFI 0068_R1 2 04/13/2022 BULLETIN 04 1 03/08/2022 BULLETIN 03 CONDUIT ROUTING FROM INTERIOR NO. DATE DESCRIPTION ISSUANCES

DOWNSPOUT TO ELBOW OUT AWAY FROM GLAZING AT BASE

A-551 5

6

A-551

A-551

ENCLOSURE VMU

A-550

1

A-560

SCALE

DRAWING INFORMATION

1 1

3D - VMU (GLAZING SIDE)

A-560 4 A-561

vmu enclosure scope

4VMU EXTERIOR - DETAILS SCALE

A501A 08/26/2022 CONSTRUCTION DOCUMENTS

vmu interior scope

23D - VMU (PARTIAL) SCALE

PV PANELS FAS-01 EWS-03

OVERFLOW ROOF PENETRATION

8

3'-6"

3'-6"

EWS-04

EQ

CL

3'-0"

MECH LOUVER CL

3'-0"

EWS-03 CL

EWS-03 CL

EWS-03 CL

9REFLECTED CEILING PLAN - VMU - UPPER ROOF

3

1'-0"

A572

3VMU SECTION

A.2

3910 KESWICK ROAD, NORTH BUILDING, SUITE BALTIMORE, MD 21211

LEVEL 1 T.O.F.F. 0"

SCALE 1/4" = 1'-0"

SCALE 1/4" = 1'-0"

A.1

MTL-15. REMOVABLE INTERIOR SOFFIT COVER

B.2

A.2

32'-6" OVERALL PAD 14'-0"

8'-6"

10'-0"

ALIGN

CONDUIT CUTOUT

CONSULTANT

14'-0"

EXECUTIVE ARCHITECT

1'-0"

1'-6"

2'-6"

GWB PARTITION

ROOF DRAIN RUNNING IN WALL, W/ COW'S TONGUE EXIT 1' ABOVE GRADE

CL

45 Main Street, 9th Floor Brooklyn, NY 11201 big.dk

NON STRUCTURAL CLT WALL

OWNER

SIM

11'-9 1/4"

EDGE OF PAVER

3'-6" EWS-04

OVERFLOW

A.1

OPENING IN GWB PARTITION AND NONSTRUCTRUAL CLT WALL BETWEEN LARGE ROOM TO MEZZANINE LEVEL. CLT TO TERMINATE AT LOWER ROOF. MEZZANINE LEVEL T.O.F.F. 15'-1 1/4"

ALIGN BEYOND ALIGN

MECHANICAL LOUVER

STORM DRAIN LEADER TO ALIGN WITH CENTER OF MULLION BELOW

SCALE 1/4" = 1'-0"

LOWER ROOF T.O.BEAM 20'-6 1/2" ALIGN OPENING IN GWB PARTITION AND NONSTRUCTRUAL CLT WALL BEYOND.

ROOF DRAIN

2'-11 3/8"

A551

7ROOF PLAN - VMU - UPPER ROOF

SIM

LADDER BEYOND, REF PLAN

CONDUIT ROUTING FROM INTERIOR SOFFIT TO DLT TRENCH.

99 Chauncy Street 4th Floor Boston, MA 02111 T:617.423.1700 | F:800.934.9691 shepleybulfinch.com

5'-0" H x 3'-6"W WINDOW.

DESIGN ARCHITECT

EQ

1 1/4"

12

2'-11 3/8"

1 A572

SPRINKLER PIPE MAIN. 6" DIA CLR. BEAM PENETRATION. REF STRUCTURE DWG

EDGE OF PAVER

1'-6"

LINEAR LIGHT FIXTURE, SEE RCP

TYP

RECESSED CONDUIT TRENCH W/ REMOVABLE COVER PANEL. REF TYP TRENCH DETAIL

1/8"/FT SLOPED INSULATION BELOW PAVERS, TYP

SLOPE Author Checker Approver

T.O.BEAM 28'-6 1/2"

UPPER ROOF T.O.BEAM 28'-6 1/2" SPRINKLER, SEE RCP

SPRINKLER PIPE BRANCH. 4" DIA CLR. BEAM PENETRATION. REF STRUCTURE DWG

B.2

E

DLT TRENCH, SEE RCP

B.O. DROP CEILING

SLOPE

LINE OF FACADE BELOW

A562

SUSPENDED LINEAR LIGHT FIXTURE. FIXTURE TO BE REMOVABLE. PROVIDE NECESSARY ANCHORING, ELECTRICAL, AND SWITCH AT LOCATION

2'-10 1/2"

2'-10 1/2"

OP SL

EDGE OF PAVER

TILE START POINT

EQ

1 1/4"

TYP

TYP

4 / A501B

8

EQ

EDGE OF PAVER

3 A562

B.2

DLT PANEL OPEN JOINT WITH RECESSED GENERIC BLACK FOAM.

DRAIN OUTLET AND SPLASH BLOCK

31'-0"

PV LAYOUT & ORIENTATION TBC

COLUMNS AND BEAMS. REFERENCE STRUCTURECRAFT'S DRAWING

CL

EQ

24" x 24" PAV-01 TILE FORMAT W/ EQ 1/8" JOINTS BTWN TILES, ALL SIDES. CUT END TILES OPP TILE START POINT AS NECESSARY

6 1/2"

12'-0"

EQ

DLT WITHOUT ACOUSTIC PROFILE.

14'-0"

14'-0"

SLOPE

TYP

EQ

EQ

20'-7 3/4"

3 A561

A572

GLASS WINDOW

EQ

ROLLER SHADE CONDITION TO MATCH RFI-0037-01 DSK-012 DESIGN INTENT. UPDATED DETAIL TO BE INCLUDED IN DRAWING SET AT A FUTURE DATE.

± 13'-4" (4) EQ PV PANEL WIDTHS

PV SLOPE

B.1 2

TYP

5'-5 1/4"

EDGE OF PAVER

EDGE OF PAVER

EDGE OF PAVER

B.1 PV SLOPE

A562

CL

EQ

PV SLOPE

B.2 3

14'-0"

32'-1"

B.1

B.3

A.2

A.1

2'-6"

A.2 14'-0"

20'-6 1/2"

C SHEPLEY BULFINCH

A.1

± 5'-10 5/8"

ALIGN

TYP

LINE OF FACADE BELOW

A.2

A.1

A.2

14'-0"

5'-6"

PV PANEL ABOVE

1'-6"

TIMBER FRAMING, REF STRUCTURE DRAWING

B.2

14'-0"

B.2

ALIGN

6ROOF PLAN - VMU - LOWER ROOF DRAIN

DLT PANEL OPEN JOINT WITH RECESSED GENERIC BLACK FOAM.

SCALE 1/4" = 1'-0"

T.O.BEAM 20'-6 1/2"

EQ

CONCRETE WALL, REF STRUCTURE DRAWING

1 1/4"

CONCRETE WALL. REFERENCE STRUCTURE DWG

3 A572

-8.5" F.F SLAB DEPRESSION, TYP.

OVERFLOW DRAIN OUTLET PIPE TO MERGE WITH STORM DRAIN PIPE BELOW

CL CL

B.3

B.2 CUT ROOF PAVERS AS REQ'D AT GRATE AND PV PANELS. MAINTAIN 1/8" JOINT BTWN GRATE AND PAVERS

24" x 24" PAV-01 TILE FORMAT W/ EQ 1/8" JOINTS BTWN TILES, ALL SIDES. CUT END TILES OPP TILE START POINT AS NECESSARY

EDGE OF PAVER

4'-8 1/4"

± 5'-11 3/8"

ALIGN

14'-0"

10

SCALE 1/4" = 1'-0"

1'-0" DEEP MFAB-01

+3"

1'-4"

REFLECTED CEILING PLAN - LOWER ROOF VMU

TILE START POINT

2'-3 3/4"

-3"

7'-0"

-8.5"

8SLAB PLAN - VMU

LEADER W/ SPLASH BLOCK BELOW METAL GRATE

2'-3 3/4"

TYP

14'-0"

ROOF DRAIN RUNNING IN WALL, W/ COW'S TONGUE EXIT 1' ABOVE GRADE

1'-4"

10 SIM A550

TIMBER COLUMNS. REFER. STRUCTURE DWG

5"

+3" F.F CURB

B.3

EDGE OF PAVER

12 A551

7"

-3" F.F SLAB DEPRESSION, TYP.

ALIGN

B.3

A.2

14'-0"

B.2

TIMBER FRAMING, REF STRUCTURE DRAWING

7"

EQ

5 1/2"

DLT WITHOUT ACOUSTIC PROFILE.

CL

LADDER TO LOWER ROOF

CL

EQ

EXTERIOR RECESSED SOFFIT LIGHT FIXTURE.

EDGE OF PAVER

-3" F.F SLAB DEPRESSION FOR FLOORING FINISH BUILD - UP

2'-3 3/4"

3'-6"

EQ

1'-6"

1 1/4"

PE SLO

A.1

VMU WALL. REFER. STRUCTURE DWG

EQ

ROOF DRAIN

LINE OF VMU PAD

2" EXTERIOR TRENCH DRAINS

OPENING BELOW

39'-10" OVERALL PAD

OVERFLOW DRAIN OUTLET PIPE TO MERGE WITH STORM DRAIN PIPE BELOW

SLOPE

EQ

B.3

4 3/8"

SLOPE

LADDER, PROVIDE ANCHORING AND BLOCKING AS REQUIRED

-8.5" F.F SLAB DEPRESSION, TYP.

NON- STRUCTRUAL CLT WALL BELOW

METAL GRATE ABOVE

2'-3 3/4" 1'-4"

B.1

STAMP

A562

A.1

1'-6"

SLOPE

14'-0"

1/8"/FT SLOPED INSULATION BELOW PAVERS, TYP

8

SCALE 1/4" = 1'-0"

PV SLOPE

3 A501B

PV SLOPE

A.1

8 TYP

A.2

PV LAYOUT & ORIENTATION TBC

7'-0" 9/11/2022 11:36:32 PM

9'-6"

2'-6"

33'-3 1/4"

WALL OPENING BETWEEN ROOMS ALIGN

EXTERIOR RECESSED SOFFIT LIGHT FIXTURE REFER. VIEW 10 THIS SHEET

MEZZANINE LEVEL SLAB

10

SIM

A-550 3 A-551

COORDINATE WITH TIMBER DA STRUCTURECRAFT WITH LENGTH OF DECK TO ACCOMMODATE REVISED FASCIA ATTACHMENT.

9

1

A-551

A-562

LOWER ROOF T.O.BEAM 20'-6 1/2"

B.3

ROOF DRAIN RUNNING IN WALL, W/ COW'S TONGUE EXIT 1' ABOVE GRADE

DLT WITHOUT ACOUSTIC PROFILE. PROVIDE KERF JOINT BTWN EACH BOARD

LADDER TO LOWER ROOF

A572

CL CL

B.3

7 A550

17'-0 3/8"

4

ELEVATION - VMU - CLERESTORY CLEARSTORY SCALE 1/4" = 1'-0"

THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.

2

REFLECTED CEILING PLAN - VMU SCALE 1/4" = 1'-0"

CONCRETE WALL. REFERENCE STRUCTURE DWG

2'-6"

2" EXTERIOR TRENCH DRAINS

OVERFLOW DRAIN

KEY PLAN

GWB PARTITION

TYP

3

11'-6"

UPPER ROOF T.O.BEAM 28'-6 1/2"

14'-0"

6

JOHNS HOPKINS STUDENT CENTER 3200 NORTH CHARLES STREET BALTIMORE, MD, 21218 JOB NO: 5190.000

2'-6"

Autodesk Docs://5190 JHU Student Ctr/5190_JHUHSC_ARSB_MAIN_R22.rvt

SIM

A551

14'-0"

ALIGN

A-551

NON STRUCTURAL CLT WALL

5 A551

6

A-551

JOHNS HOPKINS STUDENT CENTER

1&2 A-562

B.2 OPENING SOFFIT 8'-0"

ALIGN

3 A-562

TENSION RODS, REF. STRUCTURE DRAWING SIM

A-562

11 11

14'-0"

TENSION RODS

B.2 4&5

SIM

3 A572

A501B

A-562

REMOVABLE CABLE BRACING

A550

A.2

3

39'-10 5/8"

A.1

5 08/29/2022 BULLETIN 06 4 07/29/2022 BULLETIN 05 3 06/08/2022 RFI 0089 2 04/13/2022 BULLETIN 04 1 03/08/2022 BULLETIN 03 NO. DATE DESCRIPTION

TYP COLUMN SIZES: 13.5"x13.5". SEE SHEET S602 FOR TYP CONC COLUMN DETAILS

2" EXTERIOR TRENCH DRAINS 1

REFERENCE UPPER ROOF RCP VIEW THIS SHEET FOR SCOPE

14'-0"

SCALE 1/4" = 1'-0"

ISSUANCES

B.1

PROJECT INFORMATION

B.1

5FLOOR PLAN - VMU CLERESTORY

± 4'-0"

EQ

1FLOOR PLAN - VMU SCALE 1/4" = 1'-0"

TYP

ENCLOSURE VMU

ROOF DRAIN RUNNING IN WALL, W/ COW'S TONGUE EXIT 1' ABOVE GRADE

DRAWING INFORMATION

CL

± 1'-6"

EDGE OF PAVER

EQ

MTl-02 FASCIA

14'-0"

14'-0"

EDGE OF PAVER

ALIGN SPLICE JOINTS OF FASCIA WITH CENTERLINE OF MULLION BELOW AT CORNERS, TYP

A.2 32'-6 1/4"

2'-6"

PV SLOPE

ALIGN

A562

ALIGN

B.3

A.1

ALIGN

GRATE OVER DRAINS MFAB-01

A501B 9

08/26/2022 CONSTRUCTION DOCUM

hsc | Technical Drawing Revit

section details These section details are some examples of the unique conditions we have on the project. Each detail is the result of an enormous amount of effort, design study, and coordination between the design team, MEP, Structure, Timber, and Envelope Consultants. The details establish typical and a-typical standard condition for the entire project.

PV PANEL ACCESS LADDER FALL PROTECTION LIGHTNING PROTECTION DRAINAGE DRAINAGE UNDER OVERHANG DRAINAGE TO LOWER ROOF

10

CL

FOAM INSULATION. THICKNESS AS DEFINED BY 1/8" TO THE FOOT SLOPE CUT SLOT IN PAVERS FOR LADDER FROM DRAIN ELEVATION PER ROOF PLAN (2) GYP BD INTUMESCENT, FIRE PROOFED, AND INSTALLATION AS REQD DRAIN ELELVATION CHART

10"

AS REQUIRED

WATERPROOFING MEMBRANE ADHERED

2 LAYERS [05 00 00] 1/2" GYP BD , TYPE TO X.ROOF COVER BOARD SAFETY CABLE ATTACHMENT, TYP.

THERMALLY BROKEN GIRT SYSTEM

WOOD CLADDING, MATCH DLT

TYPICAL WINDOW ROLLER SHADE WIRING LOCATE JUNCTION BOXES SO PATHWAY. CONTINUOUS WHERE PERPENDICULAR RACEWAYS CAN EXIT TRENCH FLUSH/ ROOF LADDER BASEPLATE ATTACHED TO DLT

[07 00TO00] 1/2" ROOF COVER BOARD PROVIDE CLIP AS NECESSARY SUBSTRATE ADHERED TO HIGH DENSITY SUPPORT GYP

5/8" EXTERIOR GRADE GYP SHEATHINGTO DLT TRENCHES. NO ACOUSTICAL FLUTES IN STRUCTURE. 8" x 8" x 3/8" GALV STEEL TO UNDERSIDE OF ON CFMF 6" STUDSKEEPING W/ 2" BATTTIGHT THIS AREA); PROVIDE EQUAL WIDTHS AT PARALLEL INSULATION DECKING; NOT TO IMPEDE ACCESS TO BASEPLATE MIN

[07 00 00] AIR BARRIER

TERMINATION BAR ROOF MEMBRANE LAPPING OVER AB

4" MAX

MTL-04 SMALL MECHANICAL WELL 2-5 EXTERIOR

5 1/8"

[07 00 00] VAPOR BARRIER [06 00 00] PLYWOOD SHEATHING OVER DLT. REFERENCE STRUCTURE

ALIGN

ADJUST DIMENSION AS REQUIRED BY LINDNER THERMAL STUDY 8" MIN

MTL-16

EXTERIOR

ALUMINUM PLATE RAINSCREEN ON THERMALLY BROKEN GIRT SYSTEM

INTERIOR

1/8" SLOPE

[07 21 00] 4" MINERAL WOOL INSULATION [07 00 00] AIR BARRIER

2" 4"

CURTAIN WALL ASSEMBLY T.O.B - ELEV VARIES [07 00 00] 3" TYP FOAMGLAS

BELOW SHEATHING. LAP TRANSITION TITION HEAD TYP.

MTL-04

1'-4"

[06 00 00] TIMBER SLAB, REF. STRUCTURE DWG [07 00 00] 1/2" ROOF COVER BOARD ADHERED TO HIGH DENSITY [07SUBSTRATE 00 00] SEALANT TAPERED REVEAL TRIMRIGID INSULATION WITH ALL BOARD JOINTS PRE-STRIPPED WITH AIRNEOPRENE/HRA BARRIER TRANSITION RETURNS IN TO WRAP HRA AND VB UP AND OVER CURB LAP UNDER SILICONE SEALANT ABOVE AT UNDER SS FLASHING. WARPREF. AB UPTO 6/A570 FOR DETAILED FLASHING BOTHABSIDES OF CFMF STUD, TYP. VERTICAL FASCIA TERMINATE LAPPING MEMBRANE BUILD UP, TYP UNDER HRA MEBRANE WITHAND TERM. BAR [06[07 0000 00]00] TIMBER BEAM, REF. STRUCTURE TAPERED HIGH DENSITY RIGID DWG FOAM INSULATION. THICKNESS AS DEFINED BY 1/8" TO THE FOOT SLOPE INTUMESCENT, FIRE PROOFED, ANDTIMBER COLUMN, REF. [06FROM 00 00] GALVANIZED STEEL FRAMING. SEEDRAIN ELEVATION PER ROOF PLAN STRUCTURE DWG DRAIN ELELVATION CHART STRUCT. DWG SECURE SHEET SILICONE TRANSITION TOGYP BD [09 29 00] 5/8" CW, AND CONNECT TO AB ABOVE. [07 00 00] PRIMER COAT WP PROVIDE SHEET SILICONE AMOUNT TO B.O.DECK - ELEV VARIES ALLOW FOR TYP. SHEETS NOTE: REFER TO MOVEMENT A-500 SYSTEM FOR MATERIAL

DESIGNATIONS, NOTES, AND DETAILING SEPARATING STEEL TYP.UNLESS OTHERWISE THERMAL SHIM NOTED. CAST-IN-PLACE CONCRETE SLAB - REF. STRUCTURAL DRAWINGS LEVEL 4 MECH T.O.F.F. 55'-0" (251'-6" BCVD)

2" MOUNTING FLANGE. SELF FLASHING.

WRAP GALV. STEEL SUPPORT W/ INTERNAL ANGLE REINFORCED WITH MEMBRANE FLASHING. TERM. W/ SS CORNERS WELDED CLAMP AND SEAL AT EDGES TYP.

RETURN PIPE RUN PARELLE TO FIN TUBE WHEN APPLICABLE .

SEE MECHANICAL DWGS

1 1/4"

KEY PLAN

PIPE SUPPORTS

INTERIOR FASCIA TO MATCH AND ALIGN WITH EXTERIOR FASCIA. REF. TYP FASCIA DETAIL ON A560

ROUND OR SQUARE TUBE PENETRATION [07 00 00] SEALANT REVEAL TRIM

AIR BARRIER TRANSITION RETURNS IN TO

EXTERIOR

EXTERIOR

INTERIOR

CL

ST

CH A

RL ES

3SECTIONNDETAIL_ FIN TUBE RT H

SCALE 1 1/2" = 1'-0"

DESIGNATIONS, NOTES, AND DETAILING UNLESS OTHERWISE NOTED.

[07 00 00] 1/2" DRAINAGE BOARD

[07 00 00] 3" TYP FOAMGLAS [07 00 00] FIBER REINFORCED HRA INSULATION/IGNITION BARRIER. REF ROOF WATERPROOFING MEMBRANE ADHERED PLAN TO ROOF COVER BOARD [07 00 00] 1/2" DRAINAGE BOARD

CL

1'-0" MIN (8 PLY MIN) ATYPICAL "TYPE C" TRENCH WIDTH 10" MIN (7 PLY) TYPICAL "TYPE B" TRENCH WIDTH

3" MIN

8" MIN (6 PLY) TYPICAL "TYPE A" TRENCH WIDTH EQ

3200 NORTH CHARLES STREET BALTIMORE, MD, 21218 JOB NO: 5190.000

EQ

ALUM

3200 NORTH CHARLES ST THER BALTIMORE, MD, 21218 JOB NO: 5190.000

[07 21

SS METAL CLAMPING RINGBEAM, REF. STRUCTURE [06 00 00] TIMBER

[07 00 00] PRECAST CONCRETE PAVER ON [06 00 00] TIMBER COLUMN, REF. PEDESTALS STRUCTURE DWG [07 00 00] 3" TYP FOAMGLAS INSULATION/IGNITION BARRIER. REF ROOF [09 29 00] 5/8" GYP BD PLAN T.O.F NOTE: REFER TO A-500 SYSTEM SHEETS FOR MATERIAL

[07 00 00] 1/2" ROOF COVER BOARD SUBSTRATE TO HIGH [07ADHERED 00 00] 1/2" ROOF COVERDENSITY BOARD TAPERED RIGID INSULATION ALL SUBSTRATE ADHERED WITH TO HIGH DENSITY TAPERED RIGID INSULATION WITH ALL BOARD JOINTS PRE-STRIPPED WITH BOARD JOINTS PRE-STRIPPED WITH NEOPRENE/HRA

[07 00 ROOF - SE 5/8" E DETAILSON C

INSU

A572

[07 00 PADS

[07 00 INSU 08/26/2022 CONSTR PLAN [07 00

NEOPRENE/HRA

REF. TO 6/A570 FOR DETAILED FLASHING AND MEMBRANE BUILD UP, TYP [07 00 00] TAPERED HIGH DENSITY RIGID [07 00 00] FLASHING MEMBRANE FOAM INSULATION. THICKNESS AS DEFINED BY 1/8" TO THE FOOT SLOPE

[07 00 00] TAPERED HIGH DENSITY FROM DRAIN ELEVATION PER RIGID ROOF PLAN FOAM INSULATION. THICKNESS DRAIN ELELVATION CHARTAS DEFINED BY 1/8" TO THE FOOT SLOPE FROM DRAIN ELEVATION PER ROOF PLAN [07 00 00] VAPOR BARRIER DRAIN ELELVATION CHART

ROOF - SECTION DETAILS

3910 KESWICK

M JOHNSBALTIMORE, HOPK MTL STUDENT CE

LAP UNDER SILICONE SEALANT ABOVE AT [07 00 00] SEALANT BOTH SIDES OF CFMF STUD, TYP. DWG

JOHNS HOPKINS STUDENT CENTER

45 Main Street, Brooklyn, NY 1 big.dk

T.O.B - ELEV VARIES

SCALE 1 1/2" = 1'-0"

INTERIOR FASCIA TO MATCH AND ALIGN PLAN

WITH EXTERIOR 2 1/2" X 3/16" GALV STEEL GRATE W/ STEEL FASCIA. REF. TYP STRUCTURE SUPPORT. SEE STRUCT. FASCIA DETAIL ON A560 DWG AND ACCESS COLUMN HATCH AT [07LADDER 00 00] 1/2" DRAINAGE BOARD

CL.JT.

ALIGN

2 1/4"

[07 62 00] SS FLASHING BEAM INSULATION/IGNITION BARRIER. REF ROOF

8 1section detail | metal panel to metal panel @ roof soffit SCALE 1 1/2" = 1'-0"

1

REQD FINISH FLOOR BUILD-UP. SEE A930 ZONE FOR CONDUIT, PIPING, ETC. ORGANIZE CONDUITS

BY TRADE FF TO MAINTAIN ACCESS TO EACH. SUPPORT AS REQUIRED. T.O. SOG VARIES. SEE AS DWGS MTL-02

-8 1/2" [05 00 00] ALUMINUM ANGLE SUPPORT FRAMING STAINLESS STEEL PLATE ABOVE FIN TUBE PIPING. EXTEND TO EDGE OF GRILLE WHERE NO FIN TUBE IS PRESENT.

SECTION DETAIL_MTL PNL TO MTL PNL @ ROOF SOFFIT KEY PLAN

[07 00 00] VAPOR BARRIER

SECTION DETAIL_A-TYP ROLLER SHADE DETAIL SCALE 3" = 1'-0" SECTION DETAIL_MTL PNL TO MTL PNL @ ROOF SOFFIT

STRUCTURE DWGS

ALIGN

[06 00 00] TIMBER SLAB, REF. STRUCTURE DWG

5/8" EXTERIOR GRADE GYP SHEATHING ON CFMF 6" STUDS W/ 2" BATT INSULATION

CURB, LAP AB @ WALL, TERM, WITH PROVIDE TERM CONDITIONS. COVER TO BAR. RUN CONTINUOUS. HEMMED EDGES. SLAB W/ SNOW MELT. SEE 3" CONCRETE CONCEAL WIRING. COVER TO MATCH FLASHING OVER TOP OF CURB MECH. DWGS. TYP

T.O.F

WIND LOAD BRACKET, SPIGOT STYLE

MTL-04

10" MIN

12" MIN

INTERIOR

EXTERIOR

1 1/4"

TIMBER SEE AI DWGS FOR FLOOR FINISH BEAM WHERE OCCURS - SEE

NO

B

COL

EQUAL DESIGN INTENT 1 1/4" AS REQUIRED FOR ROUTING

WINDOW SHADE WIRING [07ROLLER 00 00] SEALANT PATHWAY (NO ACOUSTICAL FLUTES IN PROVIDE EQUAL WIDTHS AT PT SOLID BLOCKINGTHIS CURBAREA); ANCHOR BOLT [07 00 00]PERPENDICULAR FLASHING MEMBRANE TO DECK WRAP ROOF MEMBRANE OVER PARALLEL AND

[07 00 SUBS TAPE BOAR NEOP

[07 00 FOAM DEFIN FROM DRAI

[07 00 00] VAPOR BARRIER [06 00 00] PLYWOOD SHEATHING B.O.DECK - ELEV VARIES

VARIES INTERIOR

DRAWING INFORMATION

P FASCIA

MATCH SC IN TYPE, ND FINISH, TYP. WOOD 8" GYP SHEATING AND RF SAW CUT JOINT S TYP RIER

EQUIPMENT PENETRATION

PROJECT INFORMATION

[07 00 00] TAPERED HIGH DENSITY RIGID FOAM INSULATION. THICKNESS AS

1 1/2"

RE PROOFED, AND EL FRAMING. SEE

11"

REFERENCE RCP FOR FINISHES

SCALE 1 1/2" = 1'-0"

TRANSOM BEYOND,T.O.F WHERE OCCURS

section detail | typ fin tube

ACOUSTICAL ZONEONE AT DLT PANEL INSULATED PIECE CURB WITH 18GA. [07 00 00] AIR BARRIER [05GALV 00 00]STEEL ALUMINUM SUPPORT SHELLANGLE AND BASE PLATE. FRAMING

6SECTION DETAIL_ FIN TUBE @ INTERM. SLAB MIN CONDITION

MTL 17 VARIES

[07 00 00] VAPOR BARRIER

5/8" EXTERIOR GRADE GYP SHEATHING ON CFMF 6" STUDS W/ 2" BATT INSULATION

[07 00 00] VAPOR BARRIER

ADJUST DIMENSION AS REQUIRED BY ZONE FOR CONDUIT, MECHANICAL UNIT PIPING, ABOVE.ETC. SEE LINDNER THERMAL STUDY PROVIDE (1) ONE MILLED ORGANIZE CONDUITS

BY TRADEAT MECHANICAL DWGPATHWAY TYP EACH OFACCESS CURTAINTOWALL TOSECTION MAINTAIN EACH. WIND LOAD BRACKET, SPIGOT STYLE GLAZING FOR 1/2" O.D. WIRE (INDIVIDUAL SUPPORT AS REQUIRED. BASED1.8" FLASHING W/ HEMMED WIRES SS REQUIRE BEND RADIUS) TO DRIP MTL-16 TYP POWER WINDOW ROLLER SHADES, TYP. MTL-02 ALUMINUM PLATE RAINSCREEN ON THERMALLY BROKEN GIRT SYSTEM PRESSURE TREATED WOOD NAILER

CAST-IN-PLACE CONCRETE SLAB - REF. STRUCTURAL DRAWINGS

FALL ARREST ANCHOR BASE PLATE

1'-0 1/2" TYP

5SECTION DETAIL @ FALL ARREST ANCHOR POINT

[06 00 00] PLYWOOD SHEATHING OVER DLT. REFERENCE STRUCTURE

[07 00 00] VAPOR BARRIER

DIMENSION VARIES SEE PLANS

TO ALIGN @ CORNER

NOTE: REFER TO CW DETAILS FOR SCOPE, CW SHOWN FOR

[07 21 00] 4" MINERAL WOOL INSULATION

2 7/8"

KET, SPIGOT STYLE

T.O.F DOWEL LAMINATED TIMBER PANEL

CL

1/2"

FROM DRAIN ELEVATION PER ROOF PLAN DRAIN ELELVATION CHART

[07 00 00] TAPERED HIGH DENSITY RIGID FOAM INSULATION. THICKNESS AS DEFINEDWEST BY 1/8"MECHANICAL TO THE FOOT SLOPE WELL 1 FROM DRAIN ELEVATION PER ROOF PLAN EXTERIOR DRAIN ELELVATION CHART

1'-6" MIN

[07 00 00] 1/2" ROOF COVER BOARD SUBSTRATE ADHERED TO HIGH DENSITY TAPERED RIGID INSULATION WITH ALL ALUMINUM CEILING PANEL BOARD REMOVABLE JOINTS PRE-STRIPPED WITH NEOPRENE/HRA

TUDENT CENTER

SCIA, LAP UNDER E ON BACK OF FASCIA

REMOVABLE ALUMINUM CEILING PANEL

GALVANIZED STEEL BACKPAN [07 00 00] FIBER REINFORCED HRA WATERPROOFING MEMBRANE ADHERED TO ROOF COVER BOARD

DRAIN ELELVATION CHART

[07 00 00] FIBER REINFORCED HRA WATERPROOFING MEMBRANE ADHERED TO ROOF COVER BOARD

8" MIN

MTL-17

REMOVABLE PANEL BOARD [07 00 00] 1/2" DRAINAGE

1'-6"

[073" 21TYP 00] 2"FOAMGLAS MINERAL WOOL INSULATION [07 00 00] [07 21 00] 4" MINERAL WOOL INSULATION INSULATION/IGNITION BARRIER. REF ROOF PLAN

MIN WOOL TYP.

6"

WTR-01 COODINATE CONSEALED WIRING IN STEEL PROFILES

tr/5190_JHUHSC_ARSB_MAIN_R22.rvt

D HIGH DENSITY RIGID N. THICKNESS AS O THE FOOT SLOPE VATION PER ROOF PLAN N CHART

[07 00 00] 1/2" DRAINAGE BOARD CL.JT.

1'-1 1/4"

3"

[07 00 00] CONCRETE PAVERFOR ON 3/4"PRECAST STEEL THICKNESS AT TRANSOM FIRE RATING PEDESTALS

AINAGE BOARD ARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.

EINFORCED HRA MEMBRANE ADHERED BOARD

INSULATION/IGNITION BARRIER. REF ROOF PLAN

ALIGN 1/8" SLOPE

GALVANIZED STEEL BACKPAN

DEFINED BY 1/8" TO THE SLOPE MECHANICAL WELL @FOOT SHADOW BOX SILL FROM DRAIN ELEVATION PER ROOF PLAN

OF COVER BOARD ERED TO HIGH DENSITY NSULATION WITH ALL RE-STRIPPED WITH

MAX

[07 PLANS 00 00] 2" FOAMGLAS DIMENSION VARIES SEE

MTL-17

6"

A572

3" MIN

MFAB-01

[07 21 00] 2" MINERAL WOOL INTERIOR INSULATION

REMOVABLE PANEL

1 3/8"

T CONCRETE PAVER ON

12" MIN

EXTERIOR

SCALE 1 1/2" = 1'-0"

[07 00 00] 3" TYP FOAMGLAS INSULATION/IGNITION BARRIER. REF ROOF PLAN

ISSUANCES

4"

8SECTION DETAIL @ ROOF LADDER

FIRE SAFING AND SMOKE SEAL [07 00 00] CEMENTITIOUS BOARD

4"

INTERIOR

ALIGN

2' X2' PC PAVERS TO MATCH ROOF PAVERS[07 00 00] 1/2" DRAINAGE BOARD REFERENCE FINISH, LOCATED TO ALIGN JOINTS WITH [33 42 00] TRENCH DRAIN ROOF PAVERS. PAVERS ARE INSTALLED [07 00 00] FIBER REINFORCED HRA WHERE OCCURS WATERPROOFING MEMBRANE ADHERED ONTO METAL ACCESS FLOOR GRID, WITH TO ROOF COVER BOARD GUESSET PLATE STEEL SUPPORTS, WHICH ALLOW ACCESS. [07 00 00] 1/2" ROOF COVER BOARD PAVER ELEVATION TO ALIGN WITH SUBSTRATE ADHERED TO HIGH DENSITY STEEL TRANSOM IN BED OF ADJACENT EXTERIOR PAVER ELEVATION. TAPERED RIGID INSULATION WITH ALL SEALANT CAREFULLY SAWCUT PAVERS AROUND BOARD JOINTS PRE-STRIPPED WITH SCALE 1 1/2" = 1'-0" BUILDING ELEMENTS SUCH AS COLUMNS, NEOPRENE/HRA [07 13 00] SHEET SILICONE AND AS NEEDED. ALSO SAW CUT AREAS [07 00 00] WATERPROOFING MEMBRANE [07 00 00] VAPOR BARRIER WHERE CONDUIT TRAVELS UP FROM NO. DATE DESCRIPTION BENEATH PAVERS TO GO UP COLUMN SIDE[07 00 00] TAPERED HIGH DENSITY RIGID FOAM INSULATION. THICKNESS AS OR ANY OTHER POINT OF CONDUIT DESIGN INTENT 1 1/4" DEFINED BY 1/8" TO THE FOOT SLOPE ENTRANCE OR EXIT.

3" CONCRETE SLAB W/ SNOW MELT. SEE MECH. DWGS. TYP

WINDLOAD BRACKET

IN TUBE @ INTERM. SLAB MAX CONDITION

GLAS TION BARRIER. REF ROOF

MIN

FRITTING FIRE STOP

MTL-04

7"

12" MIN

REF. STRUCT DWG

11" 1'-6"

WTR-01

VARIES

4"

MIN WOOL TYP.

5 1/2" 4" MAX

GALVINIZED STEEL PLATE COVER

COL

ARCHITECTURAL FIN TUBE GRILLE. GRILLE WIDTH VARIES. SEE GRILLE PLAN A580

T.O. CONCRETE SLAB

[06 00 00] TIMBER COLUMN, REF. STRUCTURE DWG [09 29 00] 5/8" GYP BD

RUN ROOF MEMBRANE FLASHING UP WALL. MIN 8". LAP AB OVER AND TERMINATE W/ TERM. BAR 2" [07 00 00] CEMENTITIOUS BOARD

[07 21 00] 4" MINERAL WOOL INSULATION

PEDESTALS

T.O.F.F.

SILL OF HM DOOR W/ HM JAMB RETURNS BEYOND

3/4" STEEL THICKNESS AT TRANSOM FOR FIRE RATING

T.O. CONCRETE SLAB

TERMINATION BAR ROOF MEMBRANE LAPPING OVER AB

2'-6"

5/8" EXTERIOR GRADE GYP SHEATHING ON CFMF 6" STUDS W/ 2" BATT INSULATION

1'-0 1/2"

CL

REF. STRUCT DWG

GUSSET

1/2"

1'-6"

GL-01

6

SCALE 3" = 1'-0" [07 00 00] PRECAST CONCRETE PAVER ON

MIN WOOL TYP.

GRL-01

T.O.F.F.

6"

REMOVABLE WALL PANEL EWS-05A ON SS Z CLIPS ON GALV STEEL 3"X5"X5/8" STEEL ANGLES SECURED W/ SS BOLTS STEEL ANGLES REMOVABLE

1 3/8"

SCALE 3" = SEE 1'-0" SCALE 3" =BUILD-UP. 1'-0" REQD FINISH FLOOR A930

6"

29

INTUMESCENT, FIRE PROOFED, AND

EXTERIOR

LINE OF GLAZING

2' X2' PCLAP PAVERS MATCH ROOF PAVERS COLUMN BEYOND AIRTO BARRIER / VAPOR RETARDER FINISH, LOCATED TO ALIGN JOINTS WITH OVER AIR BARRIER / VAPOR BARRIER ROOF PAVERS. PAVERS ARE INSTALLED MULLION BEYOND ONTO METAL ACCESS FLOOR GRID, WITH 99 Chauncy Str STEEL SUPPORTS, WHICH ALLOW ACCESS. Boston, MA 021 GRIDLINE PAVER ELEVATION TO ALIGN WITH T:617.423.1700 ADJACENT PAVER ELEVATION. [06EXTERIOR 00 PLYWOOD SHEATHING OVER shepleybulfinch AT FIN TUBE VERTICAL LEG OF 00] GRILL SUPPORT TO BE SAWCUT PAVERS AROUND DLT. REFERENCE STRUCTURE REMOVED BOTHCAREFULLY SIDES TO ACCOMMODATE NEW SS BUILDING ELEMENTS SUCH AS COLUMNS, ARCHITECTURAL GRILLE OVER, TYP. AND AS NEEDED. ALSO SAW CUT AREAS SEAL VB, TYP UP FROM WHERE CONDUIT TRAVELS NO. DATE DESCRIP BENEATH PAVERS TO GO UP COLUMN SIDE OR ANY OTHER POINT OF CONDUIT ENTRANCE OR EXIT.

INTERIOR

SECTION DETAIL_TYP DLT TRENCH COVER JOINT

[07 00 00] CEMENTITIOUS BOARD

[06 00 00] PLYWOOD SHEATHING OVER MFAB-01 DLT. REFERENCE STRUCTURE

[06 00 00] TIMBER COLUMN, REF. - ELEV VARIES STRUCTUREB.O.DECK DWG [09 29 00] 5/8" GYP BD

3"

[07 21 00] 4" MINERAL WOOL INSULATION

FIN TUBE RADIATOR. SEE MECH DWG

EXTERIOR

[07 00 00] VAPOR BARRIER

COL

5 1/2"

MTL-16

FIRE SAFING AND SMOKE SEAL

section detail | roller shade detail dlt@trench SECTION DETAIL_TYP ROLLER SHADE @ DETAIL DLT TRENCH SECTION DETAIL_DLT TRENCH SEE AI DWGS FOR FLOOR FINISH

THERMAL SHIM BENEATH LADDER BASE TYP.

B.O. DECK - ELEV VARIES REMOVABLE PANEL ATTACH WITH SCREWS

1 3/8"

METAL ANGLE GRATE SUPPORT

PROVIDE CLIP AS NECESSARY TO SUPPORT GYP

ROOF PLAN FOR DRAIN ELEVATION, SLOPED AT 1/8" / FT., TYP

CL

2'-6"

1'-6" MIN

COL

LEVEL 4 T.O.F.F. 45'-0" (241'-6" BCVD)

SCALE 3" = 1'-0"

LINE OF GLAZING

B

1'-7 1/4"

[07 00 00] VAPOR BARRIER

[07 00 00] RIGID INSULATION THICKNESS section SECTION DETAIL_DLTdetail TRENCH | typ dlt trench detail AS REQD TO CLEAR ROOF STEEL. SEE

8" OR MAX DIM INSUL THICKNESS ALLOWS

COL

2'-6"

8" OR MAX DIM INSUL THICKNESS ALLOWS

COL

ALL EXPOSED STRUCTURAL STEEL TO RECEIVE GALVANIZED STEEL FRAMING. SEE 1'-0 1/2" SCENT COATING TYP. STRUCT. DWG

2

NOTE: ALL EXPOSED STRUCTURAL STEEL TO RECEIVE INTUMESCENT COATING TYP.

SAFETY CABLE ATTACHMENT, TYP. COLUMN WOOD CLADDING, MATCH DLT

MTL-16

NEOPRENE/HRA

BEAM SEAL VB, TYP [05 00 00] 1/2" GYP BD , TYPE X. 2 LAYERS

8" MIN

MECHANICAL WELL @ FASCIA

TAPERED RIGID INSULATION WITH ALL

REMOVABLE PANEL ATTACH WITH JOINTS PRE-STRIPPED WITH BOARD SCREWS

AND PERPENDICULAR CONDITIONS. PROVIDE TRENCH COVER. JUNCTION BOXES TO COVER TO CONCEAL WIRING. COVER TO MATCH [07 21 00] 4" MINERAL WOOL INSULATION ALIGN WITHIN TRENCH. NOTCH TRENCHLAP AIR BARRIER / VAPOR RETARDER CURTAIN WALL ASSEMBLY OVER AIR BARRIER / VAPOR BARRIER COVER AROUND RACEWAY.

5 1/8"

AND EE

EXECUTIVE ARCHITECT

INTERIOR

JOINT LOCATE JUNCTION BOXES SO BETWEEN REMOVABLE RACEWAYS CAN EXIT TRENCH FLUSH/ TRENCH COVER PANELS. PROVIDE KEEPING TIGHT TO UNDERSIDE OF NECESSARY SUPPORT SO BOARD THAT [07ACCESS 00 00]TO 1/2" DRAINAGE DECKING; NOT TO IMPEDE BOTTOM TRENCH COVER. JUNCTION BOXESOF TOTRENCH COVER IS BOTTOM OF DLT ALIGN WITHIN TRENCH.FLUSH NOTCH WITH TRENCH [07 00 00] FIBER REINFORCED HRA COVER AROUND RACEWAY. PANELS

DESIGN ARCHITECT

10"

EXTERIOR

PLAN

PLYWOOD PAINTED BLACK T.O.F

10"

4"

FOR ROUTING

EXTERIOR

REMOVABLE TRENCH COVER CLAMP, PAINT FINISH. SECURE MC MEMBRANE FLASHING WITHIN 12” OF EXITING THE DLT TRENCH, [07AND 00 WITHIN 00] 3" TYP FOAMGLAS A MAX OF 6'-0" INTERVALS, 12" OF THE FINAL CONNECTION POINT. INSULATION/IGNITION BARRIER. REF ROOF CLAMPS TO ALIGN, TYP.

1/2"

SUBSTRATE ADHERED TO HIGH DENSITY TO DLT TRENCHES (PROVIDE AS REQUIRED FOR TAPERED RIGID INSULATION WITH ALL T.O.B MISCELLANEOUS ROUTING AT GLAZING POCKET) BOARD JOINTS PRE-STRIPPED WITH LAP MEMBRANE FLASHING OVER ABT.O.F WIDTHSECURE AS REQUIRED. ROUTING AT CLAMP, PAINT FINISH. MC REQUIRED NEOPRENE/HRA AT ALL SIDES OF PENETRATION. ROOFSTHE 1 & 3.DLT WIDTH VARIES. PROVIDE COVER TO SEAL AT PERIMETER TYP. 12” OF EXITING WITHIN TRENCH, [07 00 00]COVER TAPERED HIGH DENSITY RIGID CONCEAL RACEWAY ROUTING. TO MATCH A MAX OF 6'-0" INTERVALS, AND WITHIN 1" HIGH WALL VENTS FOAM INSULATION. THICKNESS AS WALL ASSEMBLY. PROVIDE REMOVABLE 12" OF THE FINALCURTAIN CONNECTION POINT. DEFINED BY 1/8" TO THE FOOT SLOPE TRENCH CLAMPS TO ALIGN, TYP. COVER SUPPORT/ ATTACHMENT AS FROM DRAIN ELEVATION PER ROOF PLAN NECESSARY. ALUMINUM PLATE RAINSCREEN ON DRAIN ELELVATION CHART PLYWOOD PAINTED BLACK

2 5/8"

INTERIOR Author Checker Approver

1'-0" MAX

1'-0" MIN

5/8"

1/2"

3" MIN 1'-7 1/4"

CL.JT.

ROOF MEMBRANE FLASHING BOOT AT ANCHORS, TYP LAP ROOF MEMBRANE OVER ROOF

T.O.B

WRAP GALV. STEEL SUPPORT W/ [06 00 00] DLT, MEMBRANE FLASHING. TERM. W/ SS REF. STRUCTURE DWG [07 00 00] 1/2" ROOF COVER BOARD CLAMP AND SEAL AT EDGES TYP. ATYPICAL MILLED ROUTING PATH PERPENDICULAR

AS REQUIRED

VARIES

EQUAL AS REQUIRED FOR ROUTING

2'-6" EXTERIOR

TYP. SEE ROOF PLAN [06 00 00] DOWEL ROD, REF. STRUCTURE REMOVABLE TRENCH COVER REF. TO 6/A570 FOR DETAILED FLASHING AND MEMBRANE BUILD UP, TYP ACOUSTIC MATERIAL, REF. STRUCTURE SEAL ALL JOINTS, TYP DWG

OWNER

1 1/2"

HING. LAP TRANSITION YP.

TRENCH ZONE BETWEEN PLAN FOR MORE INFO DLT

ACOUSTIC MATERIAL, REF. STRUCTURE PANELS DWG [06 00 00] DLT, REF. STRUCTURE DWG

LEVEL 4 MECH DWG T.O.F.F. 55'-0" (251'-6" BCVD)

ALIGN

MULLION TO DECK CONT, SECTURE SHEET ECK. BOTH SIDES

VARIES

[06 00 00] PLYWOOD SHEATHING

2 7/8"

MTL-04

SEALANT AROUND TOP, TYP (2) GYP BD [06 00 00] PLYWOOD SHEATHING SS CLAMP AT TOP OF BOOT [06 00 00] DOWEL ROD, REF. [07 STRUCTURE 00 00] PRECAST CONCRETE PAVER ON DWG PEDESTALS, OR PV PANELS. SEE ROOF

RADIUS) TO POWER WINDOW ROLLERTYP., SHADES, THERMAL SHIM SEPARATING STEEL TYP. 3" FOAMGLAS 2" AT SOME LOCATIONS.

EXTERIOR

[07 00 00] VAPOR BARRIER

[07 00 00] PRECAST CONCRETE PAVER ON PEDESTALS

SECURE SHEET SILICONE TRANSITION TO PROVIDE (1) ONE MILLED PATHWAY AT EACH CW, AND CONNECT TO AB ABOVE. PROVIDE SHEET SILICONE AMOUNT TOSECTION OF CURTAIN WALL [07 00GLAZING 00] FLASHING MEMBRANE FOR 1/2" O.D. ALLOW FOR MOVEMENT TYP. WIRE (INDIVIDUAL WIRES REQUIRE 1.8" BEND

INTERIOR

TYPE, P. WOOD NG AND OINT

FALL ARREST ANCHOR POINT

F

CONSULTANT

TRENCH ZONE [07 00 00] VAPOR BARRIER

[07 00 00] TAPERED HIGH DENSITY RIGID FOAM INSULATION. THICKNESS AS DEFINED BY 1/8" TO THE FOOT SLOPE FROM DRAIN ELEVATION PER ROOF PLAN DRAIN ELELVATION CHART

STAMP

GALVANIZED STEEL FRAMING. SEE STRUCT. DWG

ROOF BUILD UP ABOVE

EQ

ISSUANCES

EQ

EQ

SCALE 1 1/2" = 1'-0"

WRAP HRA AND VB UP AND OVER CURB WRAP FLASHING MEMBRANE OVER HRA UNDER SS FLASHING. WARP AB UP WATERPROOFING MEMBRANE. SEAL ALL VERTICAL FASCIA [07 TERMINATE AB LAPPINGHIGH DENSITY RIGID 00 00] TAPERED JOINTS, TYP UNDER HRA MEBRANE WITH TERM. BAR

VARIES

AND EE

6SECTION DETAIL @ MECHANICAL WELL FLOOR SLAB PENETRATION TY 3" MIN

ER FASCIA

EQ

T.O.F

3" MIN

1/8" SLOPE

8" MIN

8" OR MAX DIM INSUL THICKNESS ALLOWS

8" MIN (6 PLY) TYPICAL "TYPE A" TRENCH WIDTH

8" MIN (6 PLY) TYPICAL "TYPE A" TRENCH WIDTH

PROJECT INFORMATION

10" MIN (7 PLY) TYPICAL "TYPE B" TRENCH WIDTH

[07 00 00] 1/2" ROOF COVER BOARD SUBSTRATE ADHERED TO HIGH DENSITY TAPERED RIGID INSULATION WITH ALL BOARD JOINTS PRE-STRIPPED WITH NEOPRENE/HRA

10" MIN (7 PLY) TYPICAL "TYPE B" TRENCH WIDTH

DRAWING INFORMATION

1'-0" MIN (8 PLY MIN) ATYPICAL "TYPE C" TRENCH WIDTH

B.O.DECK - ELEV VARIES

TY RIGID AS LOPE OOF PLAN

MTL-02 [07 00 00] 1/2" ROOF COVER BOARD SUBSTRATE ADHERED TO HIGH DENSITY TAPERED RIGID INSULATION WITH ALL BOARD JOINTS PRE-STRIPPED WITH MTL-04 NEOPRENE/HRA ROOF BUILD UP ABOVE

STAMP

[07 00 00] 1/2" DRAINAGE BOARD

1'-0" MIN (8 PLY MIN) ATYPICAL "TYPE C" TRENCH WIDTH STAMP

VARIES - SEE ROOF PLAN

ALIGN

[07 00 00] 3" TYP FOAMGLAS INSULATION/IGNITION BARRIER. REF ROOF PLAN

CL

00 00] 1/2"W/DRAINAGE BOARD 2 1/2" X 3/16" GALV[07 STEEL GRATE STEEL STRUCTURE SUPPORT. SEE STRUCT. DWG AND ACCESS HATCH AT LADDER

CL

RD DENSITY TH ALL WITH

05A ON SS 5/8" STEEL STEEL

LADDER CLEAR WIDTH 18" TYP

INSULATION/IGNITION BARRIER. REF ROOF

PLAN [07 62 00] SS FLASHING

RA DHERED

TYLE

FIRE SAFTING MATERIAL

SEAL VB, TYP

PT SOLID BLOCKING CURB ANCHOR BOLT TO DECK WRAP ROOF MEMBRANE OVER CURB, LAP AB @ WALL, TERM, WITH TERM

BAR. RUN CONTINUOUS. HEMMED EDGES. COL FLASHING OVER TOP OF CURB [07 00 00] 3" TYP FOAMGLAS

VIF DECK ELEVATIONS

REF ROOF

B

COL

C SHEPLEY BULFIN

PAVER ON

[06 00 00] DOWEL ROD, REF. STRUCTURE

DWG [06 00 00] PLYWOOD SHEATHING OVER DLT. REFERENCE STRUCTURE

[07 00

FIRE SAFTING T.O.B MATERIAL CLAMP, PAINT FINISH. SECURE MC WITHIN 12” OF EXITING THE DLT TRENCH, A MAX OF 6'-0" INTERVALS, AND WITHIN 12" OF THE FINAL CONNECTION POINT. CLAMPS TO ALIGN, TYP.

section detail | typ roof penetration

08/26/2022 CONSTRUCTION DOCUMENTS

[07 00

ACOUSTIC MATERIAL, REF. STRUCTURE DWG [06 00 00] DLT, REF. STRUCTURE DWG FIRE SEALANT

PLYWOOD PAINTED BLACK LOCATE JUNCTION BOXES SO RACEWAYS CAN EXIT TRENCH FLUSH/

11

CAST STRU

9SECTION DETAIL_ FIN TUBE @ INTERM. SLAB MAX CONDITION

6SECTION DETAIL_ FIN TUBE @ INTERM. SLAB MIN CONDITION

SCALE 1 1/2" = 1'-0"

3SE

SCALE 1 1/2" = 1'-0"

[07 [07 00 00 00] 00] PRECAST PRECAST CONCRETE CONCRETE PAVER PAVER ON ON PADS PADS

B

COL

[07 [07 00 00 00] 00] 2" 2" FOAMGLAS FOAMGLAS INSULATION/IGNITION INSULATION/IGNITION BARRIER. BARRIER. REF REF ROOF ROOF PLAN PLAN

SCAL

PT PT SOLID SOLID BLOCKING BLOCKING CURB CURB ANCHOR ANCHOR BOLT BOLT TO TO DECK DECK WRAP WRAP ROOF ROOF MEMBRANE MEMBRANE OVER OVER CURB, CURB, LAP LAP AB AB @ @ WALL, WALL, TERM, TERM, WITH WITH TERM TERM BAR. BAR. RUN RUN CONTINUOUS. CONTINUOUS. HEMMED HEMMED EDGES. EDGES. FLASHING FLASHING OVER OVER TOP TOP OF OF CURB CURB

[07 [07 00 00 00] 00] 1/2" 1/2" DRAINAGE DRAINAGE BOARD BOARD [07 [07 62 62 00] 00] SS SS FLASHING FLASHING

[07 [07 00 00 00] 00] FIBER FIBER REINFORCED REINFORCED HRA HRA WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE ADHERED ADHERED TO TO ROOF ROOF COVER COVER BOARD BOARD

22 1/2" 1/2" X X 3/16" 3/16" GALV GALV STEEL STEEL GRATE GRATE W/ W/ STEEL STEEL STRUCTURE STRUCTURE SUPPORT. SUPPORT. SEE SEE STRUCT. STRUCT. DWG DWG AND AND ACCESS ACCESS HATCH HATCH AT AT LADDER LADDER

[07 [07 00 00 00] 00] 1/2" 1/2" ROOF ROOF COVER COVER BOARD BOARD SUBSTRATE SUBSTRATE ADHERED ADHERED TO TO HIGH HIGH DENSITY DENSITY TAPERED TAPERED RIGID RIGID INSULATION INSULATION WITH WITH ALL ALL BOARD WITH BOARD JOINTS JOINTS PRE-STRIPPED PRE-STRIPPED WITH NEOPRENE/HRA NEOPRENE/HRA

ALIGN ALIGN

T.O.F T.O.F

8" 8"MIN MIN

[07 00 00 00] 00] TAPERED TAPERED HIGH HIGH DENSITY DENSITY RIGID RIGID [07 FOAM INSULATION. INSULATION. THICKNESS THICKNESS AS AS FOAM DEFINED BY BY 1/8" 1/8" TO TO THE THE FOOT FOOT SLOPE SLOPE DEFINED FROM DRAIN DRAIN ELEVATION ELEVATION PER PER ROOF ROOF PLAN PLAN FROM DRAIN ELELVATION ELELVATION CHART CHART DRAIN

WRAP WRAP HRA HRA AND AND VB VB UP UP AND AND OVER OVER CURB CURB UNDER UNDER SS SS FLASHING. FLASHING. WARP WARP AB AB UP UP VERTICAL VERTICAL FASCIA FASCIA TERMINATE TERMINATE AB AB LAPPING LAPPING UNDER UNDER HRA HRA MEBRANE MEBRANE WITH WITH TERM. TERM. BAR BAR

1/8" 1/8" SLOPE SLOPE

AB AB UP UP BEHIND BEHIND FASCIA, FASCIA, LAP LAP UNDER UNDER ROOF ROOF MEMBRANE MEMBRANE ON ON BACK BACK OF OF FASCIA FASCIA

INTUMESCENT, INTUMESCENT, FIRE FIRE PROOFED, PROOFED, AND AND GALVANIZED GALVANIZED STEEL STEEL FRAMING. FRAMING. SEE SEE STRUCT. STRUCT. DWG DWG

MTL-02 MTL-02 MTL-04 MTL-04

SECURE SECURE SHEET SHEET SILICONE SILICONE TRANSITION TRANSITION TO TO CW, CW, AND AND CONNECT CONNECT TO TO AB AB ABOVE. ABOVE. PROVIDE PROVIDE SHEET SHEET SILICONE SILICONE AMOUNT AMOUNT TO TO ALLOW ALLOW FOR FOR MOVEMENT MOVEMENT TYP. TYP.

WIND LOAD LOAD BRACKET, BRACKET, SPIGOT SPIGOT STYLE STYLE WIND

111/2" 1/2"

INTUMESCENT, INTUMESCENT, FIRE FIRE PROOFED, PROOFED, AND AND GALVANIZED GALVANIZED STEEL STEEL FRAMING. FRAMING. SEE SEE STRUCT. STRUCT. DWG DWG

WOOD WOOD SOFFIT SOFFIT TO TO MATCH MATCH SC SC IN IN TYPE, TYPE, DIM., DIM., COATING, COATING, AND AND FINISH, FINISH, TYP. TYP. WOOD WOOD OVER OVER AB AB OVER OVER 5/8" 5/8" GYP GYP SHEATING SHEATING AND AND CFMF CFMF STUDS. STUDS. KERF KERF SAW SAW CUT CUT JOINT JOINT BETWEEN BETWEEN BOARDS BOARDS TYP TYP [07 [07 00 00 00] 00] AIR AIR BARRIER BARRIER

MTL-04 MTL-04

LEVEL LEVEL 44 MECH MECH T.O.F.F. 55'-0" T.O.F.F. 55'-0" (251'-6" (251'-6" BCVD) BCVD) CL.JT. CL.JT.

WRAP WRAP GALV. GALV. STEEL STEEL SUPPORT SUPPORT W/ W/ MEMBRANE MEMBRANE FLASHING. FLASHING. TERM. TERM. W/ W/ SS SS CLAMP CLAMP AND AND SEAL SEAL AT AT EDGES EDGES TYP. TYP.

ALIGN ALIGN

CONTINUOUS CONTINUOUS AB AB BELOW BELOW SHEATHING. SHEATHING. LAP LAP TRANSITION TRANSITION SILICONE SILICONE AT AT PARTITION PARTITION HEAD HEAD TYP. TYP. EWS-01 CW CW CONNECT CONNECT TOP TOP OF OF MULLION MULLION TO TO DECK DECK EWS-01 ABOVE ABOVE W/ W/ DEFLECT DEFLECT CONNECT CONNECT CONT, CONT, SECTURE SECTURE SHEET SHEET SILICONE SILICONE AB AB TRANSITION TRANSITION TO TO DECK. DECK. BOTH BOTH SIDES SIDES GL-01 GL-01

THERMAL SEPARATING STEEL STEEL TYP. TYP. THERMAL SHIM SHIM SEPARATING

227/8" 7/8"

REF REF A560 A560 FOR FOR TYP TYP FASCIA FASCIA

2'-6" 2'-6" EXTERIOR EXTERIOR

1'-7 1'-7 1/4" 1/4"

LAP LAP MEMBRANE MEMBRANE FLASHING FLASHING OVER OVER AB AB AT AT ALL ALL SIDES SIDES OF OF PENETRATION. PENETRATION. SEAL SEAL AT AT PERIMETER PERIMETER TYP. TYP.

22 5/8" 5/8"

1" HIGH HIGH WALL WALL VENTS VENTS 1"

EXTERIOR EXTERIOR

INTERIOR INTERIOR

REMOVABLE ON SS SS REMOVABLE WALL WALL PANEL PANEL EWS-05A EWS-05A ON Z Z CLIPS CLIPS ON ON GALV GALV STEEL STEEL 3"X5"X5/8" 3"X5"X5/8" STEEL STEEL ANGLES ANGLES SECURED SECURED W/ W/ SS SS BOLTS BOLTS STEEL STEEL ANGLES ANGLES REMOVABLE REMOVABLE

ALUMINUM ALUMINUM PLATE PLATE RAINSCREEN RAINSCREEN ON ON THERMALLY THERMALLY BROKEN BROKEN GIRT GIRT SYSTEM SYSTEM 5/8" 5/8" EXTERIOR EXTERIOR GRADE GRADE GYP GYP SHEATHING SHEATHING ON ON CFMF CFMF 6" 6" STUDS STUDS W/ W/ 2" 2" BATT BATT INSULATION INSULATION

INTUMESCENT, FIRE FIRE PROOFED, PROOFED, AND AND INTUMESCENT, GALVANIZED STEEL STEEL FRAMING. FRAMING. SEE SEE GALVANIZED STRUCT. DWG DWG STRUCT. PT-16 PT-16 AESS MULLION AESS MULLION

[07 [07 21 21 00] 00] 4" 4" MINERAL MINERAL WOOL WOOL INSULATION INSULATION

@ FASCIA 8SECTION DETAIL_WEST MECHANICAL WELL section detail | shadow box fascia

NOTE: NOTE: ALL ALL EXPOSED EXPOSED STRUCTURAL STRUCTURAL STEEL STEEL TO TO RECEIVE RECEIVE INTUMESCENT INTUMESCENT COATING COATING TYP. TYP.

SCALE 1 1/2" = 1'-0"

COL

2'-6" 2'-6"

B

1'-7 1/4" 1/4" 1'-7

MTL-16 MTL-16

INTUMESCENT, INTUMESCENT, FIRE FIRE PROOFED, PROOFED, AND AND GALVANIZED GALVANIZED STEEL STEEL FRAMING. FRAMING. SEE SEE STRUCT. STRUCT. DWG DWG REMOVABLE REMOVABLE WALL WALL PANEL PANEL EWS-05A EWS-05A ON ON SS SS Z Z CLIPS CLIPS ON ON GALV GALV STEEL STEEL 3"X5"X5/8" 3"X5"X5/8" STEEL STEEL ANGLES ANGLES SECURED SECURED W/ W/ SS SS BOLTS BOLTS STEEL STEEL ANGLES ANGLES REMOVABLE REMOVABLE

12"MIN MIN 12" 4" 4"

MIN MIN

MTL-04 MTL-04

1/8" 1/8" SLOPE SLOPE

TERMINATION TERMINATION BAR BAR ROOF ROOF MEMBRANE MEMBRANE LAPPING LAPPING OVER OVER AB AB [07 [07 00 00 00] 00] CEMENTITIOUS CEMENTITIOUS BOARD BOARD

[07 [07 00 00 00] 00] AIR AIR BARRIER BARRIER

MFAB-01 MFAB-01

5/8" 5/8" EXTERIOR EXTERIOR GRADE GRADE GYP GYP SHEATHING SHEATHING ON ON CFMF CFMF 6" 6" STUDS STUDS W/ W/ 2" 2" BATT BATT INSULATION INSULATION

[07 [07 00 00 00] 00] PRECAST PRECAST CONCRETE CONCRETE PAVER PAVER ON ON PEDESTALS PEDESTALS

[07 [07 00 00 00] 00] CEMENTITIOUS CEMENTITIOUS BOARD BOARD

MIN MINWOOL WOOLTYP. TYP.

1'-6" 1'-6" 4" 4" MAX MAX

[07 [07 00 00 00] 00] 1/2" 1/2" DRAINAGE DRAINAGE BOARD BOARD

[07 [07 00 00 00] 00] FIBER FIBER REINFORCED REINFORCED HRA HRA WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE ADHERED ADHERED TO TO ROOF ROOF COVER COVER BOARD BOARD

[07 [07 00 00 00] 00] 2" 2" FOAMGLAS FOAMGLAS INSULATION/IGNITION INSULATION/IGNITION BARRIER. BARRIER. REF REF ROOF ROOF PLAN PLAN

[07 [07 00 00 00] 00] 1/2" 1/2" ROOF ROOF COVER COVER BOARD BOARD SUBSTRATE SUBSTRATE ADHERED ADHERED TO TO HIGH HIGH DENSITY DENSITY TAPERED TAPERED RIGID RIGID INSULATION INSULATION WITH WITH ALL ALL BOARD BOARD JOINTS JOINTS PRE-STRIPPED PRE-STRIPPED WITH WITH NEOPRENE/HRA NEOPRENE/HRA

[07 [07 00 00 00] 00] 1/2" 1/2" DRAINAGE DRAINAGE BOARD BOARD CL.JT. CL.JT.

[07 [07 00 00 00] 00] VAPOR VAPOR BARRIER BARRIER

[07 [07 00 00 00] 00] TAPERED TAPERED HIGH HIGH DENSITY DENSITY RIGID RIGID FOAM FOAM INSULATION. INSULATION. THICKNESS THICKNESS AS AS DEFINED DEFINED BY BY 1/8" 1/8" TO TO THE THE FOOT FOOT SLOPE SLOPE FROM FROM DRAIN DRAIN ELEVATION ELEVATION PER PER ROOF ROOF PLAN PLAN DRAIN ELELVATION CHART DRAIN ELELVATION CHART [07 [07 00 00 00] 00] VAPOR VAPOR BARRIER BARRIER

GALVANIZED GALVANIZED STEEL STEEL BACKPAN BACKPAN

[07 [07 00 00 00] 00] 3" 3" TYP TYP FOAMGLAS FOAMGLAS INSULATION/IGNITION INSULATION/IGNITION BARRIER. BARRIER. REF REF ROOF ROOF PLAN PLAN

3" 3" CONCRETE CONCRETE SLAB SLAB W/ W/ SNOW SNOW MELT. MELT. SEE SEE MECH. MECH. DWGS. DWGS. TYP TYP

[07 [07 00 00 00] 00] FIBER FIBER REINFORCED REINFORCED HRA HRA WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE ADHERED ADHERED TO TO ROOF ROOF COVER COVER BOARD BOARD

WTR-01 WTR-01 COODINATE COODINATE CONSEALED CONSEALED WIRING WIRING IN IN STEEL STEEL PROFILES PROFILES [07 21 21 00] 00] 2" 2" MINERAL MINERAL WOOL WOOL INSULATION INSULATION [07 [07 21 21 00] 00] 4" 4" MINERAL MINERAL WOOL WOOL INSULATION INSULATION [07

8/26/2022 8/26/20223:51:13 3:51:13PM PM

MTL-16 MTL-16

[07 [07 21 21 00] 00] 4" 4" MINERAL MINERAL WOOL WOOL INSULATION INSULATION

3" 3"

3/4" 3/4" STEEL STEEL THICKNESS THICKNESS AT AT TRANSOM TRANSOM FOR FOR FIRE FIRE RATING RATING

Autodesk AutodeskDocs://5190 Docs://5190JHU JHUStudent StudentCtr/5190_JHUHSC_ARSB_MAIN_R22.rvt Ctr/5190_JHUHSC_ARSB_MAIN_R22.rvt

LEVEL LEVEL 44 T.O.F.F. 45'-0" T.O.F.F. 45'-0" (241'-6" (241'-6" BCVD) BCVD)

RUN RUN ROOF ROOF MEMBRANE MEMBRANE FLASHING FLASHING UP UP WALL. WALL. MIN MIN 8".

8". LAP LAP AB AB OVER OVER AND AND TERMINATE TERMINATE W/ W/ TERM. TERM. BAR BAR

12" 12"MIN MIN

FIRE FIRE SAFING SAFING AND AND SMOKE SMOKE SEAL SEAL

JOHNS JOHNS HOPKINS HOPKINS STUDENT STUDENT CENTER CENTER

SCALE 3" =

SILL SILL OF OF HM HM DOOR DOOR W/ W/ HM HM JAMB JAMB RETURNS RETURNS BEYOND BEYOND

GALVINIZED GALVINIZED STEEL STEEL PLATE PLATE COVER COVER

MTL-17 MTL-17 REMOVABLE REMOVABLE PANEL PANEL

2SECTIO

CAST-IN-PLACE CAST-IN-PLACE CONCRETE CONCRETE SLAB SLAB -- REF. REF. STRUCTURAL STRUCTURAL DRAWINGS DRAWINGS

[07 [07 00 00 00] 00] TAPERED TAPERED HIGH HIGH DENSITY DENSITY RIGID RIGID FOAM FOAM INSULATION. INSULATION. THICKNESS THICKNESS AS AS DEFINED DEFINED BY BY 1/8" 1/8" TO TO THE THE FOOT FOOT SLOPE SLOPE FROM DRAIN ELEVATION FROM DRAIN ELEVATION PER PER ROOF ROOF PLAN PLAN DRAIN ELELVATION CHART DRAIN ELELVATION CHART [07 [07 00 00 00] 00] VAPOR VAPOR BARRIER BARRIER [06 [06 00 00 00] 00] PLYWOOD PLYWOOD SHEATHING SHEATHING OVER OVER DLT. DLT. REFERENCE REFERENCE STRUCTURE STRUCTURE ADJUST ADJUST DIMENSION DIMENSION AS AS REQUIRED REQUIRED BY BY LINDNER LINDNER THERMAL THERMAL STUDY STUDY WIND WIND LOAD LOAD BRACKET, BRACKET, SPIGOT SPIGOT STYLE STYLE MTL-16 MTL-16

ALUMINUM ALUMINUM PLATE PLATE RAINSCREEN RAINSCREEN ON ON THERMALLY THERMALLY BROKEN BROKEN GIRT GIRT SYSTEM SYSTEM [07 [07 21 21 00] 00] 4" 4" MINERAL MINERAL WOOL WOOL INSULATION INSULATION

REMOVABLE REMOVABLE ALUMINUM ALUMINUM CEILING CEILING PANEL PANEL

MTL MTL 17 17 VARIES VARIES

section detail | Shadow box intermediate slab

7SECTION DETAIL_WEST MECHANICAL WELL @ SHADOW BOX SILL SCALE 1 1/2" = 1'-0"

REFERENCE REFERENCE RCP RCP FOR FOR FINISHES FINISHES

[07 [07 00 00 00] 00] AIR AIR BARRIER BARRIER

5/8" 5/8" EXTERIOR EXTERIOR GRADE GRADE GYP GYP SHEATHING SHEATHING ON ON CFMF CFMF 6" 6" STUDS STUDS W/ W/ 2" 2" BATT BATT INSULATION INSULATION

12

1SECTION DETAIL_M SCALE 1 1/2" = 1'-0"

Lehigh university Bethlehem, pa Rhino | AutoCAD | Illustrator

RENDERING BY Design Distill 13

university center north plinth feasibility study Lehigh University’s campus sits on the north slope of a hill overlooking the town of Bethlehem, Pennsylvania. The 19th century University Center building that sits on top of a 50 ft. slope has become a legacy image and symbol of the university over the years. The client seeks to expand the building’s program while making the new addition unobtrusive.

Using the site to our advantage, the design concept is to embed the addition into the landscape with the roof to function as green space. The expanded program would be dining/event space which would be accessible from the old building and visually connected to exterior green space. My responsibility is to assist the senior Architect with design charrette and prepare the graphics for client presentations.

LEVEL 2

LEVEL 3

LEVEL 4

PLINTH DINING LEVEL

LOWER LEVEL + CONNECTION TO PLINTH DINING

LEVEL 1 (PLINTH ROOF)

14

A

c b

b

c

A

NORTH LAWN

WALK (REVISED)

AYCE DINING

EXISTING UNIVERSITY CENTER

TREMBLEY DR.

GREAT LAWN

UNIVERSITY DR.

section a

section b

section c

15

Yale New Haven hospital greenwich, ct Revit | Photoshop

Inpatient bed reallocation The bed reallocation project is the secondto-last piece of the puzzle in a large-scale plan to increase single room capacity for YNHH Greenwich Hospital. This suite acts as a catalyst for the renovation of single rooms for that entire floor. I was involved from the Design Development to Construction Document phase. I assisted in designing the reception desk area, layout of treatment rooms per code, and creating details for the drawings.

16

view upon entry

17

C SHEPLEY BULFINCH

1A3-0P 7A2-2 1' - 3"

9A3-0 16 A803 14

1A3-0P

8' - 0" HOLD

9A3-0

ALIGN

3' - 8"

13' - 0"

CORR 2-2215

9A3-0

20.1

9' - 6"

PL 1

1' - 3" 1' - 3"

HAND WASH SINK 2-2200D

FEC

13' - 0"

21.0

2-2209A

ALIGN 10' - 0 1/2" 14' - 3"

F

10' - 4"

2-2242

4.0

N PL 1

A953

4 A805 2 3

3

9A3-0

CORR 2-2255

13 A806 9

5

7

1A3-1

1A3-0P

SOILED WKRM 2-2254

FEC

STOR 2-2250

NOUR 2-2260

WKSTN 2-2253

FEC

6' - 0"

2' - 4 1/2" 2' - 4 1/2"

12.0

1

2-2261

N PL 1

WKSTN 2-2258

WKSTN 2-2257

6' - 0"

ALIGN

PL 1

20.1

PAT TLT 6 2-2206A

STOR 2-2259

1

12.0

EQUIP STOR 2-2261

11 A806

6' - 0"

3

1' - 4" 3' - 11 1/2" 1A3-B

10' - 4"

4' - 1 1/2"

1

HAND WASH SINK 2-2200B

A701

9A3-0

5' - 10"

1' - 3"

13' - 0"

A801 2

1' - 3"

13' - 0"

R 11'

HAND WASH SINK 2-2200A

1 A801

1' - 6"

1' - 3"

13' - 0"

1' - 3"

13' - 0"

1' - 6"

-

1 A803

9 3/4"

12' - 11"

1A3-0P

1A3-0P

9A3-0

9A3-0

PAT TLT 5 2-2205A

F

2-2205 PL 1

12 1A3-0P

2-2204

20.1

F PL 1

15 A701 13

1A3-0P

1A3-0P

9A3-0

9A3-0

3A6-0P

14

PAT TLT 4 2-2204A

1A6-0

10

FGAL/GL1

11A3-0

PAT RM 5 2-2205

9A3-0

9A3-0

2-2205A

21.0

9A3-0

21.0

20.1

F

2-2204A

FGAL/GL1

PL 1

20.1

1A3-0P

1A3-0P

9A3-0

2 A954

2-2200

9A3-0

1A6-0

FGAL/GL1

9A3-0

2-2202A

21.0

FGAL/GL1

PL 1

20.1

A803 2

2-2201A

21.0

FGAL/GL1

2A6-0

9A3-0

9A3-0

PAT TLT 1 2-2201A 21.0

2A3-B

1A6-0 9A3-0 9A3-0

11A3-0

7 A701 5

H

6

9A2-0 2A6-0

PAT RM 4 2-2204

PAT RM 3 2-2203

PAT RM 2 2-2202

PAT RM 1 2-2201

2-2207A

21.0

ADA PATIENT RM 7 2-2207

PAT RM 6 2-2206

22.0

2-2201

1A3-B

PAT TLT 2 2-2202A

9A3-0

11A3-0

F

1A6-0

1A6-0 2-2203A

21.0

2-2202

1A3-0P 3A6-0P

PAT TLT 3 2-2203A

2A6-0

4

2-2203

F PL 1

1A3-0P

1A6-0

1A6-0

11 A701 9

1A6-0

FGAL/GL1

20.1

1A3-0P

3

5

4 A807 2

PATIENT/FAMILY LOUNGE 2-2263

2A3-0P

71' - 11 1/2"

8

3 A803

20.1

6 A702 4

1A6-0

A954

2A3-0P

12.1

A806 12

EQ ALC 2-2256

9A3-0

2-2262

N PL 1

2A3-0 2-2260

FEC 2' - 9"

1A3-B 9A6-0

MEDITATION/ CONSULT 2-2262

1A3-0P

1A3-1

20.0

12.0

STOR 2-2251

9A2-0

A806 14

10

2-2254

N PL 1

2-2252

N PL 1

2A3-0 R 69' - 11 5/8"

1A3-1

1' - 10"

12.1

9A3-0

9A3-0

6A4-1

12.2

8 A806 6

7"

A102-A

9A3-0

2-2255

4 A806 2

2

17

6' - 0"

F/F HM11-U

11

9A6-0

OFFICE 2-2242

15 18 A804 16

A805 5

1

14 A805 12

EQ ALC 2-2248

2.0

4.0

OFFICE 2-2243

1A3-0P EQ ALC 2-2244

1A6-0

2-2206A

4' - 0"

N PL 1

6 A805

1A6-0

2-2206

3A6-0P

2-2207 PL 1

2-2243

12.0

CLN SPLY / LINEN 2 2-2252

1A6-1

9A3-0

9A3-0

3 TYP

A953

30' - 0"

X2

9A3-0

9A3-0

TYP 30' - 0"

X3

30' - 0"

X4

X5

SECOND FLOOR PART PLAN - EAST

X4

SCALE 1/4" = 1'-0"

1' - 2"

1' - 4 1/2"

2' - 4"

XD

1' - 2"

4" 1' - 2"

27' - 6"

9A3-0

9A3-0

1' - 2"

9A3-0

5

1

12' - 0"

4"

9' - 3 1/2"

A805 10

1' - 6"

A953

X1

3' - 8 1/2"

N PL 1

WORK POINT

FGAL/GL1

12' - 4"

XF

8' - 5"

1A3-1

9A3-1

2-2249

HAND WASH SINK 2-2247

7 A702

ADA PATIENT TLT 7

4.0

N/N HM 11

F

3A6-0P

8

10

9A3-0 2-2207A

N PL 1

1A3-0P

1A3-1

2' - 10"

2' - 1"

1' - 6" 14' - 3"

1

11A3-0

11 A702 9

12

N PL 1

12.1

3A6-0P

9A3-0

A702

2-2238

4.0

9A2-0 6' - 5"

1A6-1

FGAL/GL1 21.0

2-2208A

FGAL/GL1

9' - 2" HAND WASH SINK 2-2200C

A702

3A6-0P

9A3-0

N PL 1

1A3-0P 7' - 11"

1

3A6-0P

9A3-0

2-2237

4.0

11

13

2' - 2"

9A3-0

9A3-0

14' - 8"

VW-1

3A3-0P

9A3-0

N PL 1

PASSAGE 2-2240

10' - 0 1/2"

1A3-0P

A706

2-2208

9A3-0

9

MEDS RM 2-2249

9A3-0

XE

2-2236

9.1

N PL 1

1

PAT TLT 8 2-2208A

20.1

PL 1

8

(P.I.C) PATIENT INFORMATION CENTER 2-2245

9A3-0 1A3-0P

F PL 1

2-2235

2-2252A

1A3-0P

1A3-0P

PAT RM 8 2-2208

F

A805

20.1

30' - 0"

1A6-0

7"

1A3-0P

G PL 1

11A3-0

9.1

2-2249A

9' - 4"

3 A801 6

2-2209

PAT TLT 9 2-2209A

PL 1

3' - 6"

STAFF LOUNGE 2-2241

FEC

G PL 1

A805 7

3' - 6" HOLD

4' - 4"

2-2241

9A3-0

1A6-0

1A3-0P

PAT RM 9 2-2209

2-2234

6' - 0 1/2"

6 8 A707

1A6-0

F PL 1

OFFICE 2-2238

9

6' - 0 1/2"

12.0

P.TUBE 2-2246

2-2210

1A6-0P 2A6-0

4' - 5"

4' - 7" CLR

21.0

2-2210A

3A6-0P

9A3-0

9A3-0

3' - 8"

1

OFFICE 2-2237

A801 10

6' - 0" HOLD 1' - 0 1/2"

5' - 4"

N HM 1

1A3-0P

XD

13' - 11 1/2"

2-2239

9

1A3-0P F

13

7

1 OFFICE A802 2-2236

4

1 / A102-B

9A2-0 11 14 A804 12

10 A804 8

STAFF TLT 1A6-0 2-2235

2-2230

PAT TLT 10 2-2210A

F

5 A802 3

ALIGN

6"

1A3-0P

1' - 1"

Approver

PAT RM 10 2-2210

9A3-0

6' - 0" HOLD

1A6-0

FGAL/GL1

7' - 1 1/2"

11A3-0

A804 2

1A6-0

2

1A3-0P

PASSAGE 2-2230

1

1' - 2"

ALCOVE 2-2231

EQ ALC EMG 2-2229

ALIGN

EQ ALC 2-2227

1' - 6"

30' - 0"

1A3-0P

12.0

LCKRS DBL TIER (40) 2-2239

8' - 0" HOLD

10

STAFF TLT 2-2234

1A3-1

2-2228A

N PL 1

13' - 4"

A700 3A6-0P

11 A700 9

ALIGN

FGAL/GL1

2-2211A

PAT TLT 11 8 2-2211A

WKSTN 2-2226

1

6' - 0" HOLD

20.1

13' - 0"

21.0

PAT RM 11 2-2211

12 A801

2-2211

F PL 1

5' - 0"

12

6' - 2"

13 A700 15

6

7' - 8"

14 4 7 A700 5

PASSAGE 2-2233

EQ STOR 2-2228 STOR 2-2225

9' - 6"

1A6-0P

1' - 0"

1A6-0

3' - 4"

2A6-0 18' - 4"

1' - 3"

9A3-0

2' - 4"

XC

15

HAND WASH SINK 2-2200E

ALIGN

9A3-0

18

TRASH, 23 GAL

TRASH, 23 GAL

2' - 2"

1' - 4"

2' - 2"

3

1' - 4"

A922

PAT RM VEST D ELEV A TYP EAST ORTHO PAT ELEV RM VEST 15B TYP EAST 14TYP EAST 13TYP EAST ORTHO PAT RM VEST ELEV 12ORTHO

B 9TYP EAST ORTHO PAT TLT ELEV 11 BACK PAINTED GLASS

0"

E

U

SA 4 A953

P

P

P

11

NIGHT LIGHTING

1

EQ

EQ

EQ

TYP

4

6

SCALE 3/8" = 1'-0"

E

TD

U

NC LS1 TH

10 AI101

TYP

E

E

WP-5

P U

P

E

TD

U

37P

ALIGN 4' - 0 1/2"

PAT RM 5 2-2205

ISSUANCES

NIGHT LIGHTING TYP

SCALE 3/8" = 1'-0"

EQ

6' - 10 1/2"

8"

4' - 0"

1' - 0 1/2" 1' - 3"

12

14

3' - 0" PAT TLT 5 2-2205A

XE

7' - 10"

PAT TLT 5 2-2205A

3"

GWB

XE

7' - 10"

PAT RM 5 2-2205

4

PAT RM 5 2-2205

11 A701 9 10

TYP

8

1' - 10 1/2"

ALIGN

8

GWB

DESCRIPTION

SCALE 3/8" = 1'-0"

SCALE 3/8" = 1'-0"

1' - 2"

SHOWER CURTAIN

NO. DATE

EQ

FOOTER view

1 A952

15 A701 13

11"

1' - 1"

1' - 6"

1' - 7 1/2"

1' - 1"

ALIGN

10

6" 10"

SSM-2

EQ

2' - 6" HOLD

2' - 6"

PAT RM 5 2-2205

PL-1

1' - 6"

1' - 6"

ALIGN

8

6 A952

P

P

1' - 6"

CENTER ON TOILET

14

11 A701 9

4 A923

CLG MTD SECURITY CAMERA

1' - 0 1/2" 1' - 3"

12

E

TYP

P

2' - 11"

4' - 0"

15 A701 13

PAT TLT 5 2-2205A

TYP

TYP

SCALE 3/8" = 1'-0"

X3

2' - 7 1/2"

8"

SCALE 3/8" = 1'-0"

1' - 11 1/2"

6' - 10 1/2"

1' - 6"

1' - 2"

11 A952

EXISTING EXTERIOR WINDOW

TYP

3"

RM ELEV B 7TYP EAST ORTHO PAT RM EASTDORTHO PAT RM ELEV6 ATYP EAST ORTHO 5TYP EAST ORTHO PAT 4TYPELEV X3 X3

PEVEAST B ORTHO PAT RM ELEV DTYP EAST ORTHO PAT RM TYPELEV EASTAORTHO PAT RM ELEV C

E 3/8" = 1'-0"

13 A952

A952

A952 TYP SLIDING GLASS 3" 3" DOOR FILMCLR BY CLR OWNER A OV

A952

HEADER view A952

TYP

PL-1

37P

TYP

2' - 7 1/2"

WP-5

TD

A952 10" 8"

CUB C AND CTRK, TYP

ALIGN

TYP

4

2

2' - 6" HOLD

E

TYP

E

5

A951

1' - 7 1/2"

U

P

CHAIR ALARM

42" TV

TYP

PATIENT BULLETIN BOARD

2' - 6"

TD

NC

12 A952

LS1 TH

10 AI101

EXISTING EXTERIOR WINDOW

BLOOD PRESSURE

EQ

E

6"

P

EXISTING EXTERIOR WINDOW

A952 TYP GLASS SLIDING DOOR FILM BY OWNER

A952

42" TV

EQ

1' - 1"

NO. DAT

X

1' - 1"

A OV

SA

9 EQ

CUB C AND CTRK, TYP

SCALE 3/8" = 1'-0"

PL-1

ALIGN

3"

3FORM

TYP

10TYP EAST OR

11"

4 TYP 3" CLR

3 A952

TYP WALL-MOUNTED LIGHT

SCALE 3/8" = 1'-0"

1' - 6"

3" CLR

3' - 10" 4' - 6"

TYP

PL-1

CUB C AND CTRK, TYP

ALIGN

TYP

1' - 6" 3' - 2"

A952 10" 8"

PATIENT BULLETIN 2 BOARD A952

SCALE 3/8" = 1'-0"

8 A952

11" CLR

STAMP

9 A952

42" TV 5

8

TL-B2

TYP EAST ORTHO PAT TLT ELEV D TYP EAST ORTHO PAT TLT ELEV A

SCALE 3/8" = 1'-0"

PL-1

TL-5

TL-B2

6"

3FORM

TYP

TL-5

TL-B2

EQ

3 A952

TRASH CAN (SLIM JIM)

TL-5

SCALE 3/8" = 1'-0"

LS

TL-2

TL-2

1' - 11 1/2"

10

SCALE 3/8" = 1'-0"

TL-5 SHAD

CONSULTANT

Author Checker Approver

TL-5

VEAST B ORTHO PAT TLT ELEVTYP D EAST ORTHO PAT TLT ELEV TYP A EAST ORTHO PAT TLT ELEV C

3/8" = 1'-0"

SD

TL-2

TL-5

A953 NURSE CALL WITH PULL STRING GFI

3' - 10" 4' - 6"

3' - 10"

8

TL-2

GRAB BAR

TL-5 CUT AT CEILING WHEREVER IT ENDS

A953

TL-2

7

COAT HOOK

TL-B2

TL-B2

TL-B2

SST SHELF

TL-5

TL-2

TL-5

A953

STAMP

TL-2

TL-5

TOWEL BAR

TL-5 CUT AT CEILING WHEREVER IT ENDS 6

6

MIRROR

TL-2

PTD

LS1

TL-2

EQ SA

TL-5

SHAD

GFI

WALL SCONCE TL-5 CUT AT CEILING WHEREVER IT ENDS EQ

TL-2

TL-5

SCALE 3/8" = 1'-0"

ISSUANCES

TL-2

GRAB BAR TL-5 NURSE CALL WITH PULL STRING

7 A953 SD

A953

TL-2

CONSULTANT

A953

SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0"

14

SHOWER CURTAIN

TL-5 CUT AT CEILING WHEREVER IT ENDS

TL-5 CUT AT CEILING WHEREVER IT ENDS

6

6"

TL-5 CUT AT CEILING WHEREVER IT ENDS

6

108

3' - 10"

AIN

ILING ENDS

24

SCALE 3/8" = 1'-0"

OWNER

SCALE 3/8" = 1'-0"

1' - 6" 3' - 2"

14

SCALE 3/8" = 1'-0"

5' - 0"

12

14 SCALE 3/8" = 1'-0" 108

OWNER

24

EQ

15

M VEST TYPELEV EASTBORTHO PATTYP RMEAST VESTORTHO ELEV DPAT RM VEST ELEV TYPAEAST ORTHO PAT RM VEST ELEV C

ALIGN 4' - 0 1/2"

1' - 10 1/2"

CUB C AND CTRK, TYP PAT RM 5 2-2205

7 A701 5 6

4 7 A701 5 6

ACT

4

ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.

RADIANT PANEL

A701 2TYP EAST ORTHO PAT RM RCP SCALE 1/2" = 1'-0"

11/01/19

BID PACK 5

2 A951

TYP

7' - 1" HOLD 5' - 10"

PROJECT INFORMATION

INP REA

XF 5

3

1

A953

3 TYP

TYP EAST ONC RM AXONPAT RM PLAN TYPPAT EAST ORTHO SCALE

SCALE 1/2" = 1'-0"

THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.

A953

TYP

5 Perryrid Greenwic JOB NO:

X TYP ROO DRAWING INFORMATION

TYP EAST PATIENT ROOM

1' - 3"

GWB

C:\Users\Egray\Documents\4995.000 GHC INPATIENT BED STUDY_BP 5_Inpatient_EGray.rvt

SCALE 1/2" = 1'-0"

TYP

5 Perryridge Road Greenwich, CT 06830 JOB NO: 4995.007

11/4/2019 7:12:31 PM

ST ONC PAT RM TYP AXON EAST ORTHO PAT RM PLAN

A953

4' - 0"

PROJECT INFORMATION

XF

3 TYP

GWB 9' - 0"

11' - 3 5/8"

DRAWING INFORMATION

1

1' - 3"

1' - 3"

5 A953

CENTER OF BED AND HEADWALL

INPATIENT BED REALLOCATION

7' - 1" HOLD

N

INPATIENT BED REALLOCATION

5' - 10"

F

15' - 0 3/4" 1' - 2"

10' - 0"

10' - 0"

A951

1' - 3"

9' - 0"

15' - 0 3/4"

19

A

11/01/1

wake forest university winston-Salem, NC Sketch Up | Photoshop | Hand Sketch

Tribble hall facade study The façade study was done as part of a larger campus plan to expand dining, engage students, and foster connectivity between academic and student life. Tribble Hall was chosen for its location – in between student life buildings and academic buildings. It is currently an academic building for classrooms and offices, but it is inaccessible for all and inefficient for its program.

The Tribble Hall dining study investigated three options with program adjacency diagrams and façade designs. The façade study resulted in two new schemes and one renovation scheme.

The new schemes offer visual and physical connectivity to the quad using large windows with an entrance on the ground level and a balcony on the upper level. The renovation scheme keeps the two wings as an homage to the campus architecture but places a new core to face the north plaza. All the proposed façade designs consist of a modern look, but still respect the campus architecture. I was actively involved in the program relocation, façade design, visual representation, and client presentation.

20

new scheme modern approach

new scheme respecting exisiting architecture on campus

Renovation scheme preserving existing two wings

21

Risk strategies Chicago, IL AutoCAD

office buildout Risk Strategies Company, Inc is an insurance company that went through the process of rebranding their logo and workspace image. The tenant acquired 10,500 sq. ft. of buildout space in the heart of downtown Chicago. As part of the team chosen to work on the project, I assisted with the space plan, construction document set, permit application, finishes scheme, and client presentation. We were able to meet the client’s goal of designing a modern office, creating a unique work environment, and increasing employee’s interaction. Additionally, we set a workplace standard to be used in future buildouts.

22

reception area

PANTRY

reception area

pantry

office

conference room

23

Leonard Dental Group Chicago, IL FD

Revit

UP

Clinic buildout Ashland Dental consisted of two offices in Teamsters City, Chicago. In the process of expanding, the client rebranded to Leonard Dental Group and obtained a new office E buildout of 5,600 sq. ft. In this project, I was involved from the schematic design phase to construction administration phase. I drafted space plans, construction documents set, picked finishes and furniture, created the client presentation, attended construction meetings, and acted as a liaison between vendors and the client. We were able to exceed the client expectations and stayed under budget at $1 million while offering a unique modern look.

Equipment Room 01-136

ment m 09

Treatment Room 01-110

Utility/ Supply Room 01-111

Pantry 01-112

Lounge 01-135

FD

Laundry 01-113

SLIDING DOOR

± 6'-7" OPEN SHELVES

FD

± 10' - 3 1/4"

Adjustment Lab 01-117

Crown Lab 01-115

Toilet Room 01-114

Open Office 01-132

FD

Toilet Room 01-134

SLIDING DOOR

10' - 2 3/8"

Treatment Room 01-128

Treatment Room 01-129

Treatment Room 01-130

Treatment Room 01-131

Fitness Center 01-133

Reception Desk A

24

Reception from Entry

A

Reception from Entry

Leonard Dental Group

Leonard Dental Group 325 South Paulina Street Chicago, IL 60612

CHICAGO DESIGN NETWORK

consultation area 2

Reception Area 01-101 - Reception Desk Millwork

treatment room

850 West Jackson Blvd.

Suite 850 Chicago, Illinois 60607

F

TREATMENT ROOM

Rendering Views 17 2120.01

3D.1

01/12/2018

25

johns hopkins university baltimore, md Rhino | Sketchup | Enscape | Photoshop

krieger breezeway study The purpose of the study was to address the pedestrian/vehicular circulation, visibility, and accessibility of the existing breezeway. I led the design effort and the design team in developing four scenarios to present to the university. The red scheme creates a two story opening through the middle section of Krieger Hall. It is the most expensive scheme but addresses the major underlying conditions of visibility, accessibility, and overall experience. It consists of moving the loading dock up north to create a loading zone with the Brody Learning Commons, thus separating the zone from pedestrians. The scheme is the least intrusive in terms of program – affecting minor program that can be easily relocated. Looking holistically on all four schemes, the outcomes outweighed the cost of this scheme compared to the others which made it the most favorable.

26

view from quad

27

pedestrian vehicular view from broady

view from quad

28

program assessment Displaced Program Axon

Proposed Program Axon Office: Level G: 508 SF Level 1: 721 SF Study Services: Level 1: 1,762 SF Research Lab: Level G: 960 SF Level 2: 801 SF Level 3: 691 SF Flat Floor Room: Level 1: 989 SF

Re-planned Program Area: Level G: 866 SF Level 1: 2,637 SF Level 2: 801 SF Level 3: 691 SF

Vertical Circulation: Elevator: LG - L3 Convenience Stair: B - L1 Loading Dock: Level G

Level 1: 64 SF

Existing convenience stair removed. New stair connects the Basement to existing egress stair at L1.

Relocated loading dock to exisitng breezeway

Total Displaced Program: 6,432 SF

Total Re-Planned Program: 4,995 SF

Mechanical:

Office

Vertical Circulation

Loading Dock

Study Services

Loading Dock

Vertical Circulation

Research Lab

Mechanical

Flat Floor Room

Existing Breezeway

New Intervention Re-planned Program

New Elevator

Existing Entry

Existing Krieger Entry New Entry

29

VANLIM MA vanlimma26@gmail.com | (978)-319-7744