Vanlim Ma's Portfolio

VANLIM MA 2023

Professional Projects 4

2

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

16

Lehigh university north plinth feasibility study

20

Yale new Haven Hospital Inpatient bed reallocation

24

wake forest university tribble hall facade study

26

Risk strategies office buildout

28

leonard dental group clinic buildout

30

johns Hopkins University Krieger Breezewall Study

34

ABX architecture boston expo designing and building the pavilions

38

technical drawing section details and elevation

academic projects 40

Harold washington library designing the new public library

50

great lakes education center universal architecture

3

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

RENDERING BY big 4

RENDERING BY big

view upon entry

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3

2

A321

A513

23'-0"

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

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

10'-0"

LIVING ROOM 400

5

SCENERY MAINTENANCE SHOP 111

MEP 135MR6

CORRIDOR 200A

TENSION GRID

CATWALK

HSC IT TECH SUPPORT 123

STUDIO PERFORMANCE SPACE 105

CORRIDOR 100L

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

OPEN SEATING 3 200

ACOUSTIC ISOLATION JOINT SEE NOTES ON A730 CORRIDOR 200E

14'-0"

A412

15'-0"

LARGE DIVISIBLE MULTIPURPOSE ROOM 8 210A

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

CAMPUS LIVING ROOM 300

ELEV. 3/4 CONTROL ROOM 300CR

GAMING LOUNGE 303

PLATFORM 4 125KT2

KITCHEN 125KT1

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

GENERAL DINING SEATING 100

3

16'-0"

OPEN SEATING 4 400A

A540

5

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

4'-0"

A540

4

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

A540

NORTH / SOUTH SECTION

2N/S SECTION B SCALE 3/32" = 1'-0"

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

A413

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

A570

WEST MECHANICAL WELL 1 413MR

STAFF WC CORRIDOR OFFICE 314 314RR1

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

TECH STORE OFFICE 306

SOUND STUDIO 311

14'-0"

6 A542

OPEN PUB/CAFE DESKS 315 412

1 A416

10'-0"

9 A542

STAFF OFFICE

5 A542

23'-0"

MULTIPURPOSE ROOM 15 (CREATIVE) 403

2 A415

10'-0"

STUDENT ENGAGEMENT HUB 405

HUDDLE RM 407

4 A412

LEVEL 4 LEVEL 3 (241'-6" BCVD) T.O.F.F. 45'-0" T.O.F.F. 31'-0" (227'-6" BCVD)

1/4" SLOPE

A541

OPEN SEATING 200G

MEP 135MR6

MEP 135MR

ELEC 135EC4

ELEC 135EC2

14'-0" 2 A541

SHIPPING & LOADING DOCK 134

DOCK MASTER 134A

LEVEL 3 T.O.F.F. 31'-0" (227'-6" BCVD) LEVEL 2 T.O.F.F. 16'-0" (212'-6" BCVD)

DRIVEWAY & LOADING APRON 134B

PERF. COILING MTL DOOR

4'-0"

STAIR 8 1ST8

HSC PROGRAM & EVENT CENTRAL STORAGE 207

MEDIUM MULTIPURPOSE ROOM 3 (REHEARSAL) 216

MULTIPURPOSE ROOM 4 (REHEARSAL) 215

MULTIPURPOSE ROOM 5 (REHEARSAL) 213

CORRIDOR 200E

? ?

15'-0"

3 1/4" SLOPE

LARGE DIVISIBLE MULTIPURPOSE ROOM 8 210A

16'-0"

6 A541

LARGE DIVISIBLE MULTIPURPOSE ROOM 7 210B

CIRCULATION 212

7

EAST / WEST SECTION

6

2E/W SECTION B SCALE 3/32" = 1'-0"

A541

4 A541

1 A541

4'-0"

212KT2

16'-0"

PUB/CAFE PUB/CATERING 315 KITCHEN

A417

15'-0"

2

1/4" SLOPE

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

LEVEL 2 T.O.F.F. 16'-0" (212'-6" BCVD) LEVEL 1 T.O.F.F. 0" (196'-6" BCVD) LEVEL 1 LOWER T.O.F.F. -4'-0" (192'-6" BCVD) LEVEL 1 T.O.F.F. 0" (196'-6" BCVD) LEVEL 1 LOWER T.O.F.F. -4'-0" (192'-6" BCVD)

EXECUTIVE ARCHITECT

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

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

2 A413

1 DESIGN ARCHITECT

A416

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1

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A321

A412

A321

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

A412

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

1 A411

2

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

A415

62'-0"

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7

A571

A521

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

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LEVEL 4 LEVEL T.O.F.F.3 45'-0" (241'-6" BCVD) T.O.F.F. 31'-0" (227'-6" BCVD)

A417

3910 KESWICK ROAD, NORTH BUILDING, SUITE 3100 BALTIMORE, MD 21211

78'-0"

OWNER

A515

LEVEL 3 T.O.F.F.2 31'-0" (227'-6" BCVD) LEVEL T.O.F.F. 16'-0" (212'-6" BCVD)

CONSULTANT

4 A543

5 A710

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A516

LEVEL 2 T.O.F.F. 16'-0" (212'-6" BCVD) LEVEL 1 T.O.F.F. 0" (196'-6" BCVD)

3

A512

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

A510

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

STAMP

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

NORTH ELEVATION 1EAST ELEVATION 2WEST ELEVATION SCALE 3/32" = 1'-0"

EXECUTIVE ARCHITECT

SCALE 3/32" = 1'-0"

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

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DESIGN ARCHITECT

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

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

A417

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A414

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

6 A522

3 A522

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

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

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LEVEL 4 LEVEL T.O.F.F.3 45'-0" (241'-6" BCVD) T.O.F.F. 31'-0" (227'-6" BCVD)

A521

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16'-0"

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ST

STAMP

RL ES CH A RT H NO

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FREE STANDING FIRE DEPARTMENT SIAMESE CONNECTION

LEVEL 3 T.O.F.F.2 31'-0" (227'-6" BCVD) LEVEL T.O.F.F. 16'-0" (212'-6" BCVD)

LEVEL 2 T.O.F.F. 16'-0" (212'-6" BCVD) LEVEL 1 T.O.F.F. 0" (196'-6" BCVD) 2

4

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33'-8"

DESCRIPTION

28'-0"

CONSULTANT ISSUANCES

A412

NO. DATE

DOWNSPOUT COVER

11

18'-11"

OWNER

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3910 KESWICK ROAD, NORTH BUILDING, SUITE 3100 BALTIMORE, MD 21211

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A517

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

SOUTH ELEVATION

PROJECT INFORMATION

KEY PLAN

2SOUTH ELEVATION SCALE 3/32" = 1'-0"

JOHNS HOPKINS STUDENT CENTER

1EAST ELEVATION

3200 NORTH CHARLES STREET BALTIMORE, MD, 21218 SCALE JOB NO: 5190.0003/32" = 1'-0"

7

hsc | Roofs and Envelope Revit

JOHNS HOPKINS STUDENT CENTER 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.

ROOF 23

ROOF 7 ROOF 11

ROOF 4

ROOF 2

ROOF 14

ROOF 1 ROOF 10 ROOF 8

ROOF 17 ROOF 5

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.

ROOF 15 ROOF 12 ROOF 20 ROOF 6

ROOF 9

ROOF 25

ROOF 13

ROOF 21

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.

1

8

ROOF 3

ROOF 16 ROOF 18

ROOF 19 ROOF 29 ROOF 28

ROOF 22

ROOF 27

ROOF AXON WITH HSS STEEL BEAM SK01

ROOF 26

ROOF 24

water/thermal proofing layers TAPERED XPS INSULATION

R

10 MECHANICAL WELL ROOF SYSTEM P

Q

R

B.O.M.

CL STRUCTURE

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

F.O.G.

1/

LVR.01

Q

Author Checker Approver

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

VERTICAL BLADE LOUVER

P

CONCRETE SLAB

A

MTL.01 PERFORATED ALUMINUM SHEET

SK02E 1/8" = 1'-0"

AIR BARRIER / VAPOR RETARDER FULLY ADHERED TO SHEATHING

EXECUTIVE ARCHITECT

ROOF SECTION_R22 @ CURB

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

1.4

3

SK02E 1/8" = 1'-0"

ALUMINUM PAN FLASHING SUPPORT ANGLE FOR PERFORATED PANEL

S

T

EXT.

MFAB-01

S

MTL.04

T

8" MIN.

COVER BOARD

ROOF SECTION_R22 @ CURB

DESIGN ARCHITECT

SLOPE 41" PER FT

3

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

SLOPE 81" PER FT. DIRECTION VARIES

2'-6"

5" MAX

VARIES

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

VARIES

7.3

1.4

2 3/4"

section diagram A

TAPERED XPS INSULATION DRAINAGE MAT PAVERS ON ADJUSTABLE LEVELING PEDESTALS

CL

T.O.F

8"

F

4” insulation build B up timber w/ sheating A

SLOPE 81" PER FT. DIRECTION VARIES

SLOPE 81 " PER FT

SLOPE 81" PER FT. DIRECTION VARIES

8.1

C

PMR ROOF SYSTEM

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

18

G

CEMENTITIOUS COVER BOARD

CONSULTANT STAMP

3 5/8"

DRIP EDGE

MTL.04 DEFLECTION TRACK

fascia clearance

ACOUSTIC TREATMENT, SEE INTERIOR SCOPE

top of insulation to t.o.f

COLUMN BEYOND

17

B A

T.O.F

T.O.FASCIA

T.O.FASCIA

16

15

8"

WPS-01

KERF EDGE DLT WITHOUT ACOUSTIC ROUTING AT SOFFIT

SEE INT. SCOPE FOR FINISHES

H

FIBER REINFORCED HOT FLUID APPLIED MEMBRANE WITH PROTECTION BOARD

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

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.

3" FOAM GLASS INSULATION

D

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

ROOF BUILDUP SECTION DIAGRAM

MFAB-01

SLOPE 81" PER FT. D

LINE OF DLT ACOUSTIC PROFILE

SK02E 1/8" = 1'-0"

FILTER FABRIC

W.P. MEMBRANE

MTL.02 FAS-01

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

GROUTED SUMP

E

MTL.04

ROOF SECTION_R22

ROOF DRAIN, SEE PLUMBING

fascia clearance E

PMMA / PUMA FLASHING

SK02E 1/8" = 1'-0"

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

PAV-01

F.O.P.

1.4

ROOF SECTION_R22

U.O.SOFFIT

DLT DECK MARGAID NOITCES PUDPLYWOOD LROOF IUSHEATHING B WITH FOOR

3

T RIN on P i S ES uct GR onstr g O PR for C ordin c 2 t No or Re 7/202 PM 3/1 2:42 :0 11

PAV.01

LINE OF OVERFLOW DRAIN, SEE PLUMBING

drain board and insulation D

PV PANEL AND BALLAST RACK SYSTEM

18

17

18

17

SEE INT. SCOPE FOR FINISHES

E

EXTERIOR GRADE SHEATHING ON CFS STUD WALL

D

ABS-01 AIR / WATER BARRIER

16

C SLOPE 81 " PER FT

16

B A

H

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

MTL.01 1 SEMI-RIGID MINERAL SLOPE 8" PER FT. DIRECTION VARIES WOOL INSULATION

ALUMINUM PLATE RAINSCREEN ON THERMALLY BROKEN GIRT SYSTEM

G F

15

top of wp to t.o.f

PMR ROOF SYSTEM

CTION DIAGRAM

SO-01 VARIES

EWS-04 ASSEMBL

FAS-01

9

3910 KESWICK ROAD, NORTH BUILDING, SUITE 31 BALTIMORE, MD 21211

8"

SK02E

2

T

PMR ROOF SYSTEM

2

ROOF AXON_R22

S

SK02E 1/8" = 1'-0"

4

ROOF SCUPPER DRAIN GROUTED INTO SHEETMETAL SLEEVE, SEE PLUMBING

R

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

VARIES

PMR ROOF SYSTEM

AIR BARRIER / VAPOR RETARDER FULLY ADHERED

Q

ROOF SECTION_R22

4

outrigger steel beam

roof 22 axon diagram

1

P

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

MFAB-01

A

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

T.O.FASCIA

SK02E 1/8" = 1'-0"

1.4

drain

CL JT.

ROOF SECTION_R22 @ CURB

VARIES

3

OWNER

INT. 1.4

EXT.

15 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 EWS 03A/B TYP. BASE CO .PYT - B/A30 SWE EWS 03A/B TYP. BASE CONDITION @ TYP. ROOF ASSEMBLY EWS 03A/B TYP. BASE CONDITION TYP. ROOF- ASSEMBLY digramC 2 diagram 31 @ C 1C 1 1 diagram 1 C 1 7 SECTION AT FASCIA

2x12 DLT ROOF DECK

ROOF AXON_R26

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

KCED FOOR TLD 21x2

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

ROOF SECTION_R26_CLEARANCE

AVERAGE

AVERAGE

SK02E 1/8" = 1'-0"

F.O.P.

SK02E

EGAREVA

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

2x12 DLT ROOF DECK

2x12 DLT KCROOF ED FODECK OR TLD 21x2

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

VARIES

CL STRUCTURE

C

SECTION AT CLERESTORY CURB

8.1

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

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

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

AVERAGE

AVERAGE

9

LEVEL 3 T.O.F.F. 31'-0" (227'-6" BCV F.O.P.

AICSAF TA NOITCES SECTION AT CLERESTORY CURB

8.1

S SECTION AT FASCIA

1 1 A-560

A-560 4 A-561

hsc | Visual mockup (vmu)

4VMU EXTERIOR - DETAILS

23D - VMU (PARTIAL)

SCALE

SCALE

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.

PAINTED PANEL ENCLOSURE NECESSARY TO CLOSE OFF ROOF. COLOR: BLACK CIP CONC WALL PER STRUCTURE

LADDER TO ACCESS LOWER ROOF

FAS-01 EXTERIOR FASCIA

WINDOW FOR VIEWING INTERIOR CLERESTORY CONDITION. SEE SECTION FOR DIM.

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

LADDER VIEW WIINDOW REMOVABLE CABLE BRACING

MLT-03

SUPPORT STRUCTURE AND FRAMING AS NECESSARY FOR FULL ENCLOSURE

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

1

TYP. HOLLOW METAL DOOR. AS REQUIRED.

A-5 60 CL

TRENCH DRAIN. SEE 1/A560

9/11/2022 11:35:11 PM

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

JOHNS HOPKINS STUDENT CENTER

HARDSCAPE CONDITION (SEE L-SERIES) PER MVVA PATH CONDITION (SEE L-SERIES) PER MVVA LANDSCAPE CONDITION (SEE L-SERIES) PER MVVA

33D - VMU - BACK

13D - VMU (GLAZING SIDE)

SCALE

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.

10DIAGRAM

SCALE

design intent rendering by big

vm

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

ROLLER SHADES

DOWNSPOUT TO ELBOW OUT AWAY FROM GLAZING AT BASE

4 07/29/2022 3 05/12/2022 2 04/13/2022 1 03/08/2022 CONDUIT ROUTING FROM INTERIOR NO. DATE ISSUANCES

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

SOFFIT TO DLT TRENCH

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

SIM

3

AESS MULLIONS/TRANSOMS PT-16

A-561

TYP

DLT

BULLETIN 05 RFI 0068_R1 BULLETIN 04 BULLETIN 03 DESCRIPTION

SPRINKLER BRANCH, PAINTED. COLOR TBD REMOVABLE LINEAR LIGHT FIXTURE

MTL-15 INTERIOR SOFFIT COVER

SPRINKLER MAIN, PAINTED. COLOR TBD ROLLER SHADES

MEZZANINE LEVEL SLAB

MLT-17

VIEW WINDOW OPENING THROUGH PARTITION AND CLT

DROPPED CEILING

REMOVABLE CABLE BRACING

INTERMEDIATE SLAB (BEYOND)

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

2

7

A-561

A-551

SIM

CONCRETE COLUMN (BEYOND)

2

NON-STRUCTURAL CLT WALL

INTERIOR FINISH MATERIAL #1, PER JHU

7 A-945

& PER ROCKWELL

CABLE BRACING

KEY PLAN

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

EWS-02

A-560

TIMBER STRUCTURE, 1 FULL BAY

TYP. HOLLOW METAL DOOR. AS REQUIRED.

PROJECT INFORMATION

EWS-01

3 A-945

6 A-550

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

JOHNS HOPKINS STUDENT CENTER

GRL-01

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

INTERIOR FINISH MATERIAL #2, PER JHU

1 A-551 6 A-551

ENCLOSURE VMU DRAWING INFORMATION

5 A-551

1 1 A-560

A-560 4 A-561

A501A 08/26/2022 CONSTRUCTION DOCUMENTS

mu enclosure scope

TAILS

vmu interior scope

23D - VMU (PARTIAL) SCALE

11

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, SUIT 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

LINE OF FACADE BELOW

A.2

14'-0"

TYP

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.2

A.1

1'-6"

A.1

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'-6"

2'-6"

33'-3 1/4"

WALL OPENING BETWEEN ROOMS ALIGN

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

EXTERIOR RECESSED SOFFIT LIGHT FIXTURE REFER. VIEW 10 THIS SHEET

MEZZANINE LEVEL SLAB

10 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

3 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

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

2'-6"

SIM

14'-0"

6

11'-6"

A-551

SIM

A551

11 11

NON STRUCTURAL CLT WALL

5 A551

6

14'-0"

ALIGN 9/11/2022 11:36:32 PM

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

JOHNS HOPKINS STUDENT CENTER

1&2 A-562

B.2 OPENING SOFFIT 8'-0"

A-562

A-551

12

3 A-562

TENSION RODS, REF. STRUCTURE DRAWING SIM

ALIGN

4&5

14'-0"

TENSION RODS

B.2 A-562

SIM

3 A572

A501B

08/29/2022 BULLETIN 06 07/29/2022 BULLETIN 05 06/08/2022 RFI 0089 04/13/2022 BULLETIN 04 03/08/2022 BULLETIN 03 DATE DESCRIPTION

REMOVABLE CABLE BRACING

A550

A.2

3

39'-10 5/8"

A.1

5 4 3 2 1 NO.

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

08/26/2022 CONSTRUCTION DOCU

LADDER CLEAR WIDTH 18" TYP

CL

INSULATION/IGNITION BARRIER. REF ROOF

INTERIOR

3" MIN

10"

PLAN T.O.F

1/2"

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

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

TERMINATION BAR ROOF MEMBRANE LAPPING OVER AB

4" MAX

MTL-04 SMALL MECHANICAL WELL 2-5 EXTERIOR

1 3/8"

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

WIND LOAD BRACKET, SPIGOT STYLE 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

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

8

EATHING. LAP TRANSITION D TYP.

1 1/2"

MTL-04

CURTAIN WALL ASSEMBLY T.O.B - ELEV VARIES [07 00 00] 3" TYP FOAMGLAS INSULATION/IGNITION BARRIER. REF ROOF 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 [06 00 00] TIMBER SLAB, REF. STRUCTURE DWG [07 00 00] 1/2" ROOF COVER BOARD T.O.F ADHERED TO HIGH DENSITY [07SUBSTRATE 00 00] SEALANT TAPERED REVEAL TRIMRIGID INSULATION WITH ALL BOARD JOINTS PRE-STRIPPED WITH AIR BARRIER TRANSITION RETURNS IN TO WRAP HRA AND VB UP AND NEOPRENE/HRA 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 REFER TO MOVEMENT A-500 SYSTEM FOR MATERIAL

NOTE: 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)

CL.JT.

ALIGN

5 1/2"

1'-4"

RETURN PIPE RUN PARELLE TO FIN TUBE WHEN APPLICABLE .

SEE MECHANICAL DWGS

1 1/4"

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.

KEY PLAN

PIPE SUPPORTS T.O.B - ELEV VARIES

1 3/8"

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

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.

SECTION DETAIL_MTL PNL TO MTL PNL @ ROOF SOFFIT KEY PLAN SCALE 1 1/2" = 1'-0"

[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

JOHNS HOPKINS STUDENT CENTER

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

[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 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

ALUMINUM PL

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

[07 21 00] 4" MI

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

3910 KESWICK ROAD, N

MD 21211 JOHNSBALTIMORE, HOPKINS MTL-16 STUDENT CENTER

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

[07 00 00] AIR B ROOF - SECTI 5/8" EXTERIOR DETAILSON CFMF 6" ST

DWG

[07 62 00] SS FLASHING BEAM

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

1

SEE

[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

2 1/4"

10" MIN

12" MIN

INTERIOR

EXTERIOR

1 1/4"

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

-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.

NO

B

COL

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

STRUCTURE DWGS

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

ROUND OR SQUARE TUBE PENETRATION [07 00 00] SEALANT

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

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

PROJECT INFORMATION

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

EQUIPMENT PENETRATION

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

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

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

REFERENCE RCP FOR FINISHES

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

S

TRANSOM BEYOND,T.O.F WHERE OCCURS

TO ALIGN @ CORNER

3"

2" 4"

11"

7"

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

3S

FALL ARREST ANCHOR BASE PLATE

1'-0 1/2" TYP

section detail | typ fin tube

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

6SECTION DETAIL_ FIN TUBE @ INTERM. SLAB MIN CONDITION

MTL 17 VARIES

1/2"

MTL-04

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

[07 21 00] 4" MINERAL WOOL INSULATION

[07 00 00] VAPOR BARRIER

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

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

[07 00 00] VAPOR BARRIER

DIMENSION VARIES SEE PLANS

5SECTION DETAIL @ FALL ARREST ANCHOR POINT

[07 00 00] VAPOR BARRIER

INSULATION

A572

[07 00 00] PREC PADS

[07 00 00] 2" FO INSULATION/IG 08/26/2022 CONSTRUCTIO PLAN [07 00 00] 1/2" D

[07 00 00] 1/2" R SUBSTRATE A TAPERED RIGI BOARD JOINTS NEOPRENE/HR

[07 00 00] TAPE FOAM INSULAT DEFINED BY 1 FROM DRAIN E DRAIN ELELVA

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

VARIES INTERIOR

DRAWING INFORMATION

IN TYPE, TYP. WOOD ATING AND T JOINT

T.O.F DOWEL LAMINATED TIMBER PANEL

CL

INTERIOR

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

2 7/8"

ED, AND G. SEE

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

VARIES

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

TUDENT CENTER

T STYLE

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

1'-1 1/4"

6"

WTR-01 COODINATE CONSEALED WIRING IN STEEL PROFILES

tr/5190_JHUHSC_ARSB_MAIN_R22.rvt

UNDER OF FASCIA

INSULATION/IGNITION BARRIER. REF ROOF PLAN

ALIGN 1/8" SLOPE

3"

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

ARD APPROPRIATE PRECAUTIONS ACCORDINGLY.

NSITY RIGID SS AS T SLOPE R ROOF PLAN

MAX

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

MTL-17

GALVANIZED STEEL BACKPAN

ER. REF ROOF

OARD GH DENSITY WITH ALL D WITH

[07 21 00] 2" MINERAL WOOL INTERIOR INSULATION

REMOVABLE PANEL

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

ISSUANCES

MFAB-01

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

HRA E ADHERED

12" MIN

EXTERIOR

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

REF. STRUCT DWG

12" MIN

4"

8SECTION DETAIL @ ROOF LADDER

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

4"

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 Street 4th Flo STEEL SUPPORTS, WHICH ALLOW ACCESS. Boston, MA 02111 GRIDLINE PAVER ELEVATION TO ALIGN WITH T:617.423.1700 | F:800.93 ADJACENT PAVER ELEVATION. [06EXTERIOR 00 PLYWOOD SHEATHING OVER shepleybulfinch.com 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 DESCRIPTION BENEATH PAVERS TO GO UP COLUMN SIDE OR ANY OTHER POINT OF CONDUIT ENTRANCE OR EXIT.

ALIGN

2' X2' PC PAVERS TO MATCH ROOF PAVERS[07 00 00] 1/2" DRAINAGE BOARD 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

UBE @ INTERM. SLAB MAX CONDITION

TE PAVER ON

MTL-04

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

INTERIOR

6"

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

COL

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

MIN

FRITTING FIRE STOP

MIN WOOL TYP.

1'-6"

WTR-01

PEDESTALS

T.O.F.F.

SILL OF HM DOOR W/ HM JAMB RETURNS BEYOND

CL

[07 21 00] 4" MINERAL WOOL INSULATION

REF. STRUCT DWG

11" MIN WOOL TYP.

5 1/2" 4" MAX

GALVINIZED STEEL PLATE COVER

2'-6"

3/4" STEEL THICKNESS AT TRANSOM FOR FIRE RATING

1'-6"

GUSSET

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

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

1'-0 1/2"

6

EXTERIOR

LINE OF GLAZING

[07 00 00] VAPOR BARRIER

COL

SECTION DETAIL_TYP DLT TRENCH COVER JOINT

[07 00 00] CEMENTITIOUS BOARD

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

MIN WOOL TYP.

T.O.F.F.

1/2"

1 3/8"

GL-01

T.O. CONCRETE SLAB

TERMINATION BAR ROOF MEMBRANE LAPPING OVER AB

[07 00 00] AIR BARRIER

GRL-01

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

[07 21 00] 4" MINERAL WOOL INSULATION

FIN TUBE RADIATOR. SEE MECH DWG

6"

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

FIRE SAFING AND SMOKE SEAL

CL

2'-6"

A572

3" MIN

8" OR MAX DIM INSUL THICKNESS ALLOWS

29

INTUMESCENT, FIRE PROOFED, AND

EXTERIOR

MTL-16

METAL ANGLE GRATE SUPPORT

SEE AI DWGS FOR FLOOR FINISH

LINE OF GLAZING

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

section detail | roller shade detail dlt@trench SECTION DETAIL_TYP ROLLER SHADE @ DETAIL DLT TRENCH SECTION DETAIL_DLT TRENCH

[07 00 00] RIGID INSULATION THICKNESS AS REQD TO CLEAR ROOF STEEL. SEE ROOF PLAN FOR DRAIN ELEVATION, SLOPED AT 1/8" / FT., TYP

1'-6" MIN

COL

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

THERMAL SHIM BENEATH LADDER BASE TYP.

8" OR MAX DIM INSUL THICKNESS ALLOWS

1'-7 1/4"

PROVIDE CLIP AS NECESSARY TO SUPPORT GYP

SCALE 3" = 1'-0"

| typ dlt trench detail

8" MIN

B

[07 00 00] VAPOR BARRIER

section SECTION DETAIL_DLTdetail TRENCH

5 1/8"

COL

2'-6"

SED STRUCTURAL STEEL TO RECEIVE GALVANIZED STEEL FRAMING. SEE " OATING TYP. STRUCT. DWG

2

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

COL

MTL-16

NEOPRENE/HRA

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

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

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.

CHANICAL WELL @ FASCIA

REF ROOF

PLYWOOD PAINTED BLACK

EXECUTIVE ARCHITECT

4"

FOR ROUTING

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. CLAMPS TO ALIGN, TYP.

10"

AS REQUIRED

VARIES

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

T.O.B

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

EXTERIOR

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

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

2 5/8"

10"

Author Checker Approver

1'-0" MAX

1'-0" MIN

5/8"

1/2"

3" MIN 1'-7 1/4"

INTERIOR

TRENCH ZONE BETWEEN PLAN FOR MORE INFO DLT

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

EQUAL AS REQUIRED FOR ROUTING

2'-6" EXTERIOR

SOME LOCATIONS.

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

DESIGN ARCHITECT

1 1/2" 2 7/8"

TRANSITION

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

VARIES

VARIES

[06 00 00] PLYWOOD SHEATHING

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

CL.JT.

[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

EXTERIOR

FALL ARREST ANCHOR POINT

F

OWNER

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

CONSULTANT

GALVANIZED STEEL FRAMING. SEE STRUCT. DWG

ROOF BUILD UP ABOVE

EQ

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

ALIGN

DECK URE SHEET SIDES

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

EQ

INTERIOR MTL-04

6SECTION DETAIL @ MECHANICAL WELL FLOOR SLAB PENETRATION TYP 8" MIN (6 PLY) TYPICAL "TYPE A" TRENCH WIDTH

STAMP

EQ

T.O.F

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

3" MIN

1/8" SLOPE

8" MIN

8" OR MAX DIM INSUL THICKNESS ALLOWS

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

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

ISSUANCES

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

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

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

VIF DECK ELEVATIONS

VARIES - SEE ROOF PLAN

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

ALIGN

B.O.DECK - ELEV VARIES

CL

STAMP

[07 00 00] 1/2" DRAINAGE BOARD

PLAN [07 62 00] SS FLASHING

CL

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

PROJECT INFORMATION

C SHEPLEY BULFIN

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

DRAWING INFORMATION

B

COL

[06 00 00] DOWEL ROD, REF. STRUCTURE

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

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

[07 00 00] CEM

S

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

2S

[07 00 00] VAPO

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

13

CAST-IN-PLAC STRUCTURAL

C SHEPLEY BULFINCH

hsc | Technical Drawing ROOF PLAN Revit ROOF 10 Author Checker Approver

60'-2" TOFF

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.

ROOF 4

ROOF 1

66'-3" TOFF

ROOF 7

78'-0" TOFF

63'-7" TOFF

ROOF 11

ACCESS MECH WELL DOOR ACCESS POINT

72'-0" TOFF

ROOF 6

ROOF 2

60'-8" TOFF

ROOF 23

ACCESS DOOR

ROOF 3 MECH WELL ACCESS POINT

66'-0" TOFF

72'-0" TOFF

ROOF 5

31'-0" TOFF

66'-0" TOFF

ROOF 9

WEST MECHANICAL WELL 1

MECH WELL ACCESS POINT ACCESS DOOR

ACCESS DOOR

B

60'-8" TOFF

63'-4" TOFF

ROOF 12

ACCESS DOOR

B

ROOF 13

63'-4" TOFF

ROOF 8

ROOF 14

57'-9" TOFF

MECH WELL ACCESS POINT

60'-8" TOFF

ROOF ACCESS POINT

ROOF 16

ROOF 17 45'-0" TOFF

ROOF 19

53'-6" TOFF

ROOF 15

45'-0" TOFF

53'-6" TOFF

ROOF 24 33'-2" TOFF

ROOF 18

PV PANEL

ROOF 21

ROOF 20

ACCESS LADDER

ROOF 22

48'-0" TOFF

39'-4" TOFF

40'-6" TOFF

PV

ACC

39'-4" TOFF

FAL

ROOF 25

FALL PROTECTION

34'-2" TOFF

ROOF 26

LIGHTNING PROTECTION

33'-8" TOFF

ROOF 27

DRAINAGE

ROOF 28 18'-11" TOFF

DRAINAGE UNDER OVERHANG DRAINAGE TO LOWER ROOF

ROOF 29 16'-0" TOFF

28'-0" TOFF

LIG

DRA

DRA

DRA

DRAIN

NS HOPKINS STUDENT CENTER

2 11:56:15 AM

14

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

DRAIN

DRAIN ANOTH

1ROOF PLAN - REFERENCE PLAN Copy 4 SCALE 3/32" = 1'-0"

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 B | 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

[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

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

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

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

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

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

TERMINATION TERMINATION BAR BAR ROOF ROOF MEMBRANE MEMBRANE LAPPING LAPPING OVER OVER AB AB

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

SCALE 3" =

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

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

MTL-16 MTL-16

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 B | 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

15

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

Lehigh university Bethlehem, pa Rhino | AutoCAD | Illustrator

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.

RENDERING BY Design Distill 16

the study process of material and form

17

LEVEL 2

LEVEL 3

LEVEL 4

PLINTH DINING LEVEL

LOWER LEVEL + CONNECTION TO PLINTH DINING

LEVEL 1 (PLINTH ROOF)

18

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

19

Yale New Haven hospital greenwich, ct Revit | Photoshop

Inpatient bed reallocation The bed reallocation project is the second to 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 to 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.

20

view upon entry

21

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

ALIGN

PL 1

20.1

3A6-0P

PAT TLT 6 2-2206A

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"

STOR 2-2259

1

12.0

EQUIP STOR 2-2261

4 A807 2

PATIENT/FAMILY LOUNGE 2-2263

3

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

2A3-0P

11 A806

6' - 0"

1A3-B 10' - 4"

4' - 1 1/2"

1

HAND WASH SINK 2-2200B

A701

1' - 3"

13' - 0"

A801 2

13' - 0"

R 11'

HAND WASH SINK 2-2200A

1 A801

1' - 3"

1A3-0P

1A3-0P

9A3-0

9A3-0

PAT TLT 5 2-2205A

F

2-2205 PL 1

12 1A3-0P

1' - 6"

2-2204

20.1

F PL 1

1' - 3"

13' - 0"

15 A701 13

FGAL/GL1

1A3-0P

1A3-0P

9A3-0

9A3-0

3A6-0P

14

1' - 3"

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

13' - 0"

1' - 6"

20.1

F

2-2204A

FGAL/GL1

PL 1

20.1

-

1 A803

9 3/4"

12' - 11"

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

9A3-0

9A3-0

9A3-0

27' - 6"

9A3-0

9A3-0

3 TYP

A953

30' - 0"

X2

9A3-0

9A3-0

TYP 30' - 0"

X3

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

20.1

20.1

1A3-0P

5

30' - 0"

X4

X5

SECOND FLOOR PART PLAN - EAST

X4

SCALE 1/4" = 1'-0"

1' - 2"

1' - 4 1/2"

1' - 2" 1' - 2"

2' - 4"

XD

1' - 2"

4"

22

9A3-0

5' - 10"

71' - 11 1/2"

3

5

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

CLN SPLY / LINEN 2 2-2252

1A6-1

8

3 A803

2-2207 PL 1

2-2243

12.0

6 A805

1A6-0

WORK POINT

FGAL/GL1

12' - 4"

12' - 0"

4"

9' - 3 1/2"

A805 10

1' - 6"

A953

1

3' - 8 1/2"

N PL 1

2-2206

6 A702 4

1A6-0

10

X1

8' - 5"

1A3-1

9A3-1

2-2249

HAND WASH SINK 2-2247

7 A702

XF

4.0

N/N HM 11

F

3A6-0P

8 11 A702 9

ADA PATIENT TLT 7 9A3-0 2-2207A

N PL 1

1A3-0P

1A3-1

2' - 10"

2' - 1"

1' - 6" 14' - 3"

1

11A3-0

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

TRASH, 23 GAL

TRASH, 23 GAL

2' - 2"

1' - 4"

2' - 2"

3

1' - 4"

A922

RM VEST ELEV D ELEV A B TYP EASTTYP EASTPAT ORTHO PAT RM VEST 14TYP EAST 13TYP EAST ORTHO PAT RM VEST ELEV15 12 ORTHO

9TYP EAST ORTHO PAT TLT ELEV B11 BACK PAINTED GLASS

SA

PL-1 P

11

NIGHT LIGHTING

1

EQ

EQ

EQ

TYP

6

SCALE 3/8" = 1'-0"

NC LS1 TH

TYP

E

E

P

E

TD

U

37P

ALIGN 4' - 0 1/2"

PAT RM 5 2-2205

SCALE 3/8" = 1'-0"

6' - 10 1/2"

4' - 0"

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

14

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

8"

12

3' - 0"

NO. DATE

EQ

SCALE 3/8" = 1'-0"

SCALE 3/8" = 1'-0"

1' - 2"

SHOWER CURTAIN ISSUANCES

NIGHT LIGHTING TYP

15 A701 13

11"

1' - 1"

1' - 6"

1' - 7 1/2"

1' - 1"

ALIGN

10

EQ

FOOTER view

1 A952

EQ

2' - 6" HOLD

2' - 6"

PAT RM 5 2-2205

6" 10"

SSM-2

1' - 6"

1' - 6"

ALIGN

8

PL-1

P

P

1' - 6"

CENTER ON TOILET

14

11 A701 9

6 A952

2' - 11"

12

4 A923

CLG MTD SECURITY CAMERA

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

15 A701 13

E

U

WP-5

P U

SCALE 3/8" = 1'-0"

X3

2' - 7 1/2"

4' - 0"

SCALE 3/8" = 1'-0"

1' - 11 1/2"

8"

1' - 6"

6' - 10 1/2"

PAT TLT 5 2-2205A

TD

10 AI101

RM ELEV B 7TYP EAST ORTHO PAT RM EAST D ORTHO PAT RM ELEV6 A TYP EAST ORTHO 5TYP EAST ORTHO PAT 4TYP ELEV X3 X3

VEAST B ORTHO PAT RM ELEV DTYP EAST ORTHO PAT RM TYPELEV EASTAORTHO PAT RM ELEV C 1' - 2"

E

2' - 6"

4

TYP

P

A952

HEADER view 3/8" = 1'-0"

TYP

TYP

2' - 7 1/2"

P

11 A952

2' - 6" HOLD

P

13 A952

EXISTING EXTERIOR WINDOW

TYP

A951

1' - 7 1/2"

37P

A952

TYP

3"

1' - 1"

NO. DATE

X

1' - 1"

E

U

4 A953

A952

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

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

ST ONC PAT RM TYP AXON EAST ORTHO PAT RM PLAN SCALE 1/2" = 1'-0"

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

A953

TYP

5 Perryridge Road Greenwich, CT 06830 JOB NO: 4995.007

GWB

TYP EAST PATIENT ROOM

RADIANT PANEL

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

11/01/19

BID PACK 5

2 A951

TYP

INPA REA PROJECT INFORMATION

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

XF 5

3

1

A953

3 TYP

TYP EAST ONC PAT RM AXONPAT RM PLAN TYP 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 Perryridg Greenwich, JOB NO: 4

X TYP ROO DRAWING INFORMATION

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"

7' - 1" HOLD

WP-5

TD

TYP

1' - 3"

E

TYP

A952 10" 8"

CUB C AND CTRK, TYP

ALIGN

TYP

4

2

5' - 10"

U

E

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

TD

NC P

42" TV

TYP

LS1 TH

10 AI101

12 A952

5

EQ

E

6"

P

EXISTING EXTERIOR WINDOW

A952

BLOOD PRESSURE PATIENT BULLETIN CHAIR ALARM BOARD

1' - 6"

A OV

SA

EXISTING EXTERIOR WINDOW

A952 TYP GLASS SLIDING DOOR FILM BY OWNER

SCALE 3/8" = 1'-0"

PL-1

42" TV

EQ

6"

3"

3FORM

TYP

10TYP EAST OR

11"

4 TYP 3" CLR

3 A952

TYP WALL-MOUNTED LIGHT

SCALE 3/8" = 1'-0"

9 EQ

CUB C AND CTRK, TYP

INPATIENT BED REALLOCATION

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 ELEV D PAT TLT ELEV A TYPTLT EAST ORTHO

SCALE 3/8" = 1'-0"

PL-1

TL-5

TL-B2

EQ

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

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

/8" = 1'-0"

SD

TL-2

TL-5

NURSE CALL WITH A953 PULL STRING GFI

ALIGN

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

3' - 10" 4' - 6"

3' - 10"

TL-5

TOWEL BAR

TL-5 CUT AT CEILING WHEREVER IT ENDS 6

6

MIRROR

STAMP

TL-2

WALL SCONCE

TL-2

PTD

LS1

TL-2

EQ SA

TL-5

SHAD

GFI

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"

N

ING NDS

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

11/4/2019 7:12:31 PM

15

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

23

A7

11/01/19

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 as 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 keep 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.

24

new scheme modern approach

new scheme respecting exisiting architecture on campus

renovation scheme preserving existing two wings

25

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.

26

reception area

PANTRY

reception area

pantry

office

conference room 27

Leonard Dental Group Chicago, IL

FD

Revit

P

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 buildout of 5,600 sq. ft. In this project, I E 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

ent m 9

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

28

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

29

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 outcome outweigh the cost of this scheme compared to the others which made it the most favorable.

30

the study process of material and form

31

pedestrian vehicular view from broady

view from quad

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

33

architectural boston expo Boston, MA Rhino | Photoshop

designing and building the Pavilions My firm was offered the chance to contribute to the design of two pavilions for ABX at the Boston Convention and Exhibition Center. We started the process by organizing an internal design competition.

Among the many ideas that surfaced, the most resonant was that of a house – an inviting hub that would host people and spark conversation.

We refined that concept – through researching, testing, and prototyping. We chose to work with translucent fabric, which suggests an in-between state – both fluid and solid. Fabric gives that concreteness and shape of structure while also conveying malleability and movement.

The layering and the buoyancy of the fabric recalls interiors, creating a space where all are welcome to convene and connect.

34

the study process of material and form

35

the design and production process

36

installation at abx showcase

37

Reception Desk Elevation

Scale: 1/2" = 1'-0"

3

Scale: 1/2" = 1'-0"

Reception Desk Elevation

4

Scale: 1/2" = 1'-0"

Scale: 1/2" = 1'-0"

1'-2"

1'-2"

1 1/2"

Plastic laminate full overlay drawer front

Leveling glides.

Section

±1'-9 1/2"

Scale: 1" = 1'-0"

M1

quired

7

2'-6"

1'-0"

Blocking and shim space as required.

Anchor unit to floor 1" Filler at drawer unit, extend stability. to close gap atfor toe-kick at Metal laminate toe-kick.

between rails for legal files, verify. ±1'-8"

Extend exposed finished end to close gap.

Metal laminatemeeting toe-kick.base.

Section Scale: 1" = 1'-0" Section detail of reception desk section M1 8 Scale: 1" = 1'-0"

6

M1

Section

1

Blocking and shim space as toe kick, Plastic laminate required. Anchor unit to floorof die wall, quirk typical.

Rear for stability. on panel above where

±1'-3 3/16"

Plastic laminate toe kick, typical.

Rearglides. of die wall, quirk Leveling on panel above where meeting base.

S

base.

Metal laminate toe-kick.

Extend exposed finished end to close gap.

1'-5 1/2" Clear

10 A-6.1

Removable plastic laminate at

rear die wall installation to Plastic laminate die(for wall. floor).

Metal laminate bottom rail.

3"

Metal laminate bottom rail.

ate toe kick, of die wall, quirk ve where e.

Blocking and shim space as required. Anchor unit to floor Plastic laminate full overlay drawer front for stability.

10 A-6.1

Plastic laminate toe kick, typical. Rear of die wall.

3"

te toe-kick.

5

9 A-6.1

9 1/2" Hold

2'-6"

1'-0"

Blocking as system required.

Slip on rail for hanging files, 5 1/4"see rail drawing.

9

Slip on rail system for hanging files, see rail A-6.1 drawing.

Removable plastic laminate at 1/4" Masonite at sub-front to accommodate rear (for die wall installation to slip fit rail system, file drawers floor). only.

Removable plastic laminate at rear (for die wall installation to floor).

section details and elevation lastic laminate at wall installation to Below are some examples of technical 1/4" Masonite at sub-front to accommodate Blocking and shim space as shim space as drawings from various slip fit rail system, file drawers only. Construction required. Anchor unit to floor chor unit to floor for stability.

Document sets.

Quirk where panel meets base.

Metal laminate toe-kick.

SIM

SIM

±3'-10 1/2"

Drawer pulls, see elevation.

[ACC-3A] Cantilever bracket.

Plastic laminate.

Quirk on plastic laminate panel where meeting hardwood cap.

3"

±3'-10 1/2"

ate.

[ACC-7] Hidden counter top as required.

Hardwood top supports cap to match plastic laminate.

4"

Drawer pulls, see elevation.

Plastic laminate.

Plastic laminate.

2" 4 1/2"

±3'-10 13/16"

3/4"

Plastic laminate top rail.

ALIGN

2'-6"

1 1/2"

2'-6"

Revit | AutoCAD

en counter top equired.

Center-set tandem locking / anti-tip mechanism by Mfr. Hafele / Timberline - as shown on catalog page 350. Use with 2" 4 1/2" accuride slides, #3641/3642 - Hafele 3/4" catalog page 963.

[ACC-7] Hidden counter top Plastic laminate top rail. supports as required.

9 1/2" Hold 9 1/2" Hold ±3'-10 1/2"

Front mount locking mechanism by Mfr. Hafele- as shown on catalog page 346, provide complete system for locking (3) drawers.

1 1/2"

Continuous DADO cut in transaction top for LED tape light [ACC-7] Hidden counter top aluminum mounting channel. supports as required.

2'-6"

±3'-10 1/2"

Technical Drawing

3"

See millwork schedule for counter and edge material, all splashes where shown, to match counters.

2" 4 1/2"

See millwork schedule for counter and 1'-2" edge material, all splashes where shown, to match counters.

1'-0"

1 1/2"

SS-1 Solid surfaces transaction top.

Scale: 1" = 1'-0"

±31'-3" Verify in field.

EQ.

vation

1" = 1'-0"

38 F A-6.2

EQ.

EQ.

EQ.

±1" Filler panel.

Section M1 Elevation10 - Room Scale: 1"1210 = 1'-0"

±15'-11 1/4" Verify in field.

M3

" Verify in field.

Hanging files: Hanging files: Letter size.

Legal size.

Front to back filing.

Side to side filing.

Configuration for file drawers.

12

±1" Filler panel

±4'-10 1/2" Verify in field.

Recycle

WT-1

Trash

[ACC-1] [ACC-1] [ACC-2B] [ACC-2A]

3 Equal Pnls. = ±4'-0 3/4"

2'-6"

Finished edge.

G A-6.2

Coffee maker

Pocketing doors.

C A-6.2

E A-6.2

Coffee maker

Grease trap

±2'-0" Verify with equipment.

3'-0" Hold

3'-2"

11

±15'-3 3/4"M2 Verify in field.

Hot water heater

3'-0" Hold

EQ.

3'-8" 15'-5 3/4"

Elevation - Room 1200 2 Eq. Pnls. = ±3'-0 3/4"

7'-0"

D A-6.2

B A-6.2

1'-8"

Finished edge.

1 1/2"

Hanging file cross rail: Mfr. Hafele #422.74.900, aluminum. Cut to fit as required.

EQ.

Open bottom and integral toe-kick to accommodate water heater and grease trap.

EQ. General contractor 3'-1" to coordinate water heater location with building engineer prior to installation and provide appropriate access as required.

±1" Finish panel.

Scale: 3/8" = 1'-0"

Scale: 3/8" = 1'-0"

Minimum of 1/3" of closet length to be configured with ADA height rod.

pantry elevation K A-6.2

L A-6.2

Deep s on 10" ts above t rod.

panel.

7'-0"

Hanging file rail clip: Mfr. Hafele #422.73.300, color black.

±1'-5 3/16" Verify with slide clearance.

Size width of drawer, such that slip on rails are 12-3/16" C/C for standard "Pendaflex" letter size ±1" 3'-1" hangingFinish files.

Water machine

P-3

EQ.

EQ.

Align

2'-10"

P-3

5'-6"

Coat rod.

Hanging file rail: Mfr. Hafele #422.75.310, color black for 5/8" material.

1/4" Air gap, Typical.

9'-1 3/4"

1'-7 1/2"

Furnish and install hanger bar cut to fit for alternate filing. Each bar shall have (2) clips.

EQ.

EQ.

Sign to be furnished and installed by tenant.

Reveal

Size width for letter size filing.

EQ.

±1 1/2" overlap with wall behind.

J A-6.2

12'-5 1/4"

4"

F A-6.2

Extend finished end back to face of die wall or gypsum board wall.

10 A-6.1

10" ove .

EQ.

Align

Inside width

±1" Filler panel.

15'-5 3/4" 6"

J1

3 Equal glass panels. (±9'-5 1/2") A-6.2

1'-0"

Align 1 1/2"

28-1/2" AFF Top of unit

3 Equal glass panels. (±9'-3 3/4")

4"

EQ.

EQ.

1'-0"

Size width of drawer, such that slip on rails are 12-3/16" C/C for standard EQ. EQ. "Pendaflex" letter size hanging files.

5'-4"

3 Equal glass panels. (±9'-5 1/2")

2'-10"

6"

Front lock chanismJ on topA-6.2 rail.

±4'-10 1/2"

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

2COLUMN ENCLOSURE DETAIL

HIDDEN COUNTER BRACKET BY "THE ORIGINAL GRANITE METAL STUD BRACING SPACED BRACKET". SPACE AND MAX., MOUNT AT 48" O.C. TYP. PER MANUFACTURERS 3 5/8" X 20GA METAL STUDS @ RECOMMENDATIONS. 24" OC FASTEN TO STRUCTURE ABOVE BLOCKING SPANNING BETWEEN RIBS FOR PANEL FASTENING, TYP

OWNER SUPPLIED UPS

CARPET (CPT)

1' - 4"

N TILE )

TEL/DATA DRAWINGS SEE RCP PATIENT ROOM SIGNAGE. FIN CEILING COORDINATE OWNER REMOVABLE PANEL.WITH PLASTIC UPS

EXISTING MULLION

RADIANT PANEL. SEE MECH DWGS

7

CARPET WITH MARBLE THRESHOLD

INPATIENT BED GWB SOFFIT REALLOCATION8'- 7"

PLAM GWB CEILING

LINE OF FACE OF COLUMN BEYOND

5/8" GYP BD OVER METAL STUD FRAMING (MATCH ADJACENT PARTITION THICKNESS) PROVIDE INTERMEDIATE BLOCKING AS REQUIRED TO SUPPORT OWNER SUPPLIED UPS.

TYP CEILING HEADER

0"

SCALE 1 1/2" = 1'-0"BOLT TO SLAB 24" O.C. AND 12" IN EXPANSION FROM EACH CORNER

EXTERIOR

N

WALL CHANNEL MOULDING

FLOOR 2 14' - 8"

1 1/2"

LEAVE OPEN FOR ADEQUATE AIR FLOW EXISTING EXTERIOR GLAZING HARDWOOD BASE

HANGER WIRES

LAMINATE (PL-1) ON 3/4" SEE RCP SUBSTRATE WITH PVC EDGES, MOUNTED ON HORIZONTAL ACOUSTICAL CEILING TILE GRID BLOCKING WITH Z-CLIPS SYSTEM

VAIRES

SUSPENDED STEEL CHANNEL

CEILING 9'- 6"

OWNER

ELECTRICAL AND DATA OUTLET BOXES MOUNTED ON SIDE OF FIN CEILING PLYWOOD RIBS. SEE ELEC &

1/2"

PLASTIC LAMINATE (PL-1) OVER 3/4" SUBSTRATE AS SPECIFIED.

1' - 11"

7"

2 1/2" METAL STUD FRAMING

4' - 2"

2"

ALIGN TO TOP OF DOOR FRAME

ROLLER SHADE 5 Perryridge Road Greenwich, CT 06830 JOB NO: 4995.007

MISCELLANEOUS DETAILS PERIMETER WALL

CONSULTANT

1/4"

GORDON MULLION MATE ADJUSTABLE PARTITION CLOSURE #9 1"

2' - 6"

4" TYP

GORDONRIBS END24" CAP 911-EC-487 PLYWOOD O.C. EQ WITH CUTOUTS FOR POWER AND DATA

1/8"

CONSULTANT

LINE OF SILL

2 Seaport Lane Boston, MA 02210 T:617.423.1700 | F:800.934.9691 shepleybulfinch.com

ACOUSTICAL CEILING TILE GRID SYSTEM

HARDWOOD

LINE OF WALL BELOW MARBLE TRANSITION STRIP EQ

1'-0"

STAMP

INTERIOR

SCALE 1 1/2" = PLASTIC LAMINATE PL-2 ON 2 LAYERS OF 3/4" SUBSTRATE WITH BACKER SHEET OF PLASTIC LAMINATE.

PROJECT INFORMATION

2" GROMMET HOLES. LOCATE OVER CHASE AND BETWEEN BRACKET SPACING.

4 1/4"

WOOD BLOCKING BELOW SILL. PROVIDE BLOCKING AS PROVIDE REQUIRED DRYWALL ABOVE SILL

DOOR

OW

FWP-2

1' - 0"

MIRROR

8

DRAWING INFORMATION

1' - 0"

TRANSACTION TOP: SSM OVER 3/4" PLYWD SUBSTRATE. EASED ALL EDGES PARTITION AS SCHEDULED

3/4" PLYWD SUBSTRATE. EASED ALL EDGES SSM EDGE BEYOND

CEILING HEADER ACT TO GWB

ARCHITECT

RESILIENT FLOOR TRANSITION

A953

3 ROOM 1TYP CORR SIGNAGE AT PATIENT section detail at radiant ceiling panel

IN DESK TRANSACTION TOP DETAIL 3CHECK 5PLAN DETAIL AT WINDOW MULLION

ONC RADIANT CEILING PANEL

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

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

SCALE 1" = 1'-0"

X2 plan detail at window mullion

11/01/19

BID PACK 5

DOOR

ER PROOFING 1/2" NSITION STRIP PER REQUIREMENTS

1/2"

UPS

1/4"

OWNER SUPPLIED UPS

EXISTING PARTITION ASSEMBLY TO REMAIN

CEILING 9'- 6"

BLOCKING SPANNING BETWEEN RIBS FOR PANEL FASTENING, TYP

LINE OF FACE OF COLUMN BEYOND

ELECTRICAL AND DATA OUTLET BOXES MOUNTED ON SIDE OF PLYWOOD RIBS. SEE ELEC & TEL/DATA DRAWINGS

ROLLER SHADE

3/4"

PERIMETER WALL

ISSUANCES

GWB SOFFIT 7'-10"

GWB CEILING

NO. DATE

2ORTHO RADIANT CEILING PANEL

REMOVABLE PANEL. PLASTIC LAMINATE (PL-1) ON 3/4" SUBSTRATE WITH PVC EDGES, MOUNTED ON HORIZONTAL BLOCKING WITH Z-CLIPS

NEW WALL BASE AS SCALE 1 1/2" = 1'-0" SCHEDULED

1' - 0"

FLOOR 2 14' - 8" LEAVE OPEN FOR ADEQUATE AIR FLOW HARDWOOD BASE

MIRROR LAMINATED TO 1/4" 1 1/2"MOUNTED MDF SUBSTRATE, ON Z-CLIPS

PROVIDE INTERMEDIATE BLOCKING AS REQUIRED TO SUPPORT OWNER SUPPLIED UPS. EXPANSION BOLT TO SLAB 24" O.C. AND 12" IN FROM EACH CORNER

PVC DRAIN BODY

INdetail DESK GLAZING MEETS TRANSACTION TOPtop DETAIL section at glazing and transaction 2CHECK SCALE 1 1/2" = 1'-0"

TILE AND GROUT AS SPECIFIED, SET IN THINSET.

ETAIL PHYSICAL THERAPY BAR LEFT EDGE

R E BASE TILE ED

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

GWB SOFFIT 11'- 7"

GWB SOFFIT

WATER PROOF STRIP NO. DATE SET IN THINSET OVER DRAIN FLANGE

METAL STUD BRACING SPACED AT 48" O.C. MAX., TYP.

DESCRIPTION

FIN CEILING SEE RCP

8SECTION AT WINDOW SILL SCALE 1 1/2" = 1'-0"

4" TYP

L TILE AND GROUT AS CIFIED. SET IN SET.

6

PLASTIC LAMINATE (PL-1) OVER 3/4" SUBSTRATE AS SPECIFIED.

WALL PROTECTION. SEE WALL FINISH PLAN, TYP.

ISSUANCES

ER PROOFING MBRANE, CONT. TO ING, TYP.

1' - 11"

WALL CHANNEL MOULDING

NEW SSM SILLS, TYP.

PLASTIC LAMINATE PL-2 ON 2 LAYERS OF 3/4" SUBSTRATE WITH BACKER SHEET OF PLASTIC LAMINATE.

HIDDEN COUNTER BRACKET BY "THE ORIGINAL GRANITE BRACKET". SPACE AND MOUNT PER MANUFACTURERS RECOMMENDATIONS.

5"

TYP LIGHT COVE

6"

RADIANT PANEL. SEE MECH DWGS

EXISTING WINDOW ASSEMBLY TO REMAIN

2" GROMMET HOLES. LOCATE OVER CHASE AND BETWEEN BRACKET SPACING.

HARDWOOD

GWB

2' - 6"

LOOR TO TILE TRANSITION

AS SCHEDULE FLOOR 2 14' - 8"

8"

LATEX FLOORING CEMENT SLOPED MIN 1:20 AS REQUIRED TO ALIGN TOP OF FINISHED RAILING. REFERENCE FLOOR- REFER WALL TO SPEC FORPLAN. FINISH SUBFLOOR LEVELING PROVIDE BLOCKING AS TRANSITION PRODUCT REQUIRED. PLYWOOD RIBS 24" O.C. WITH CUTOUTS FOR POWER AND DATA

5/8" GWB OVER 1X WOOD BLOCKING

2 1/2" METAL STUD FRAMING FOR SOFFIT

2' - 10"

OUNTER BRACKET RIGINAL GRANITE SPACE AND R MANUFACTURERS NDATIONS.

CEILING 8'-6"

HANGER WIRES LINE OF SILL BEYOND

FWP-2

LIGHT FIXTURE. SEE MEP DWGS

PROVIDE BLOCKING AS SHEET OR TILE REQUIRED RESILIENT FLOORING (SV,TOP: LVT)SSM TRANSACTION OVER 3/4" PLYWD SUBSTRATE. EASED ALL EDGES

SUSPENDED STEEL CHANNEL

1"

1 3/4"

AMINATE PL-2 ON 2 F 3/4" SUBSTRATE WITH HEET OF PLASTIC

D

ACOUSTICAL CEILING TILE GRID SYSTEM

1' - 0"

COLUMN WITH FIRE .

TRANSACTION TOP: SSM OVER 3/4" PLYWD SUBSTRATE. EASED ALL EDGES SSM EDGE BEYOND

EXISTING HEIGHT VIF

GLASS xxx - CK SPEC

1"

TYPE AS SCHEDULE.

3 5/8" METAL STUD FRAMING FOR SOFFIT

1' - 4"

RUBBER FUSION STRIP

EQ

STAMP

2 1/2" METAL STUD FRAMING EQ

section detail at windowsill

PLYWD SUBSTRATE

FIN CEILING

PROVIDE BLOCKING AS SEE RCP

39 INPAT

Harold Washington Library Chicago, IL Rhino | Photoshop

designing the new Public library The architecture of the central public library creates unique and diverse atmospheres to accommodate all types of users. The material of brick was chosen to pay homage to the fabric of Chicago and making a statement to the people that the public library is accessible to all. The library therefore alters the aesthetic of historic Chicago materiality by incorporating common brick in an innovative façade. The enclosure of the exterior brick façade structure creates two types of enclosed zones. The loud zone - a public garden located between the library program and exterior brick enclosure. The quiet zone - the enclosed specific library programs.

The box-within-a-box concept places the loud zone visible to the street thus attracting foot traffic and encourage engagement. The loud zone is accessible as users move through the quiet library zone by activating terraces. The quiet zone creates a controlled and private atmosphere more specifically suited to the programmatic uses of a library. By shifting floor elevations and ceiling height, unique and different spaces are created to accommodate diverse program uses and specific users.

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the study process State of material Street and elevation form

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State Street perspective

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SITE PLAN

State Street

Congress Parkway

MATERIAL STUDY

FORM STUDY 43

State Street section perspective

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structural COMPOSITION

Tertiary structure: mullions and glass

Primary structure: steel trusses

Secondary structure: steel clip

Facade: brick veneer

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section

D1

D2

D4 D3

D6

D7 D5

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section details

40 41 29 32

44 54

D1

building assembly specifications 14. 8” extruded steel tube welded trusses, 20” wide x 12’-0” deep 22. HSS8x8x1/2 horizontal lateral bracing between trusses

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D2

55 48 49

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23. 1/2” steel rod with turn buckles

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24. two (2) L2x2x1/4 brackets with welded and bolted connection

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25. standard module chicago common bricks

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26. mechanical brick tie with adjustable length 27. curved L10x10x3/8 to support brick, welded to truss

D6

28. custom finish brickn to mimic appearance of chicago common, 8” x 8” x 2” 29. 5” structural normal weight concrete slab 32. #5 reinforcing steel rebar cage placed in concrete cap

D3

23 14

38.

20” concrete columns, 20’-0” on center

40.

1/2” terrazo finish floor

25

41.

1/2” diameter radiant flooring tube

26

44.

2 1/2” finish concrete slab with radiant flooring

45.

ceiling grid hanger

48.

hanging aluminum ceiling grid

49.

3/8” gypsum board

54.

double pane triple glazed, low-e glazing, 4’-6” x 4’-6” panels

55.

Focal Point led downlight, recessed, id 4.5” placed 6’-0” on center

24

D4 22

27 28

D7

D5

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unique experiences

Level 8: reading / exhibition

reading area

Level 6: social science and business Open Terrace

Level G: active zone 48

Ground Level Atrium

model of the library

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great lakes education center milwaukee, wi Rhino | Photoshop | Illustrator

universal architecture The center is a as a significant institution to the city of Milwaukee. It provides broad programming for the public while also hosting specialized activities for a consortium of research and public policy bodies. The center is a place where school children, engaged citizens, tourists, experts, and policy makers can meet and work together to develop a long-term vision for the future of Milwaukee Great Lakes Area.

Located north of McKinley Marina, the goal of this project is to create a space that highlights and celebrates the institution but also blends into the landscape. The main hall elevates off the ground to alleviate visual obstruction from N Lincoln Dr. meanwhile creating a landmark. The structure of the exhibition hall expresses the idea of bridging wiht a truss that continues over and beyond two organic land masses. The remainder of the program is fully connected to and covered by the landscape and bridged, fully and metaphorically, by the main hall.

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the study Viewprocess from n of Lincoln material memorial and form dr.

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concept diagram

BUILDING CONCEPT

BUILDING CONCEPT 2 main cores to bridge across

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twin space: enclosed space above and Open sheltered space below

guiding people by changing landscape

Amphitheater Exhibition / Events

ENTRY LOBBY

Auditorium

RESTAURANT

Meeting room

Classroom

Library

SeminaR

Open sheltered space

Programming Diagram

from Parking Lot

Great Lakes Theme gardens

Circulation Diagram 53

N Li

nc

ol

n

M

em

or

ia

l

Dr

.

Amphitheater

GREAT LAKE THEME gARDEN

54 N Li nc ol n M em

or

ia

l

Dr

.

the study process of material and form A

Heated space

B

roof corner detail section

top

detail plan Plan

wall section a

floor corner detail section

wall section bottom B

DETAIL SECTION 55 2nd FLOOR

Elevations 1/32”=1ʼ

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section A

A

B

elevation a

elevation B

B

A

section B

57

view of restaurant

58

view of entry core

59

view of exhibition / event space

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view of great lake garden

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

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