Work samples a 2013

SAMPLES

WORK

HUBBARD HOSPITAL Project Summary: This project is an expansion of the existing Emergency department at Harrington Hospital, at Hubbard. The proposed layout had added 11 exam rooms, trauma, cardiac and secured holding treatment rooms, located at the exterior perimeter and support/ administrative functions located at the center.

My Role: SD - Revit Conceptual Energy Analyses modeling tools to create the most energy efficient design option.

DD - Reaserched codes, DPH checklists and FGI guidelinsess. Coordination and correspondense between the facilities representaties, vendors and building officials. Worked with lead architects in integrating MEP, structural and civil disciplines for BIM modeling.

CD - Lead the project team in creating the drawing set for bid and construction. Staffed drafters to insure seemless production workflow. Assisted drafters by cartooning, redlining and QA reviewing of drawing sets.

CA - Was involved in design meetings, field visits and Field repors. Used Procore for correspondense of RFIs, processing submittlals and submiting field reports.

SEPTEMBER 9, 2011

HARRINGTON HEALTHCARE AT HUBBARD FLOOR PLAN AND INTERIOR VIEWS

SCALE: N.T.S.

Design Tools: Revit Arch, Revit MEP, Revit Structure integration Energy Modeling Diagrams - Illustrator cs3 MEP SYSTEMS

STRUCTURAL SYSTEMS

ENVELOPE

7A

8A

6A

9A

5A

H

CC A.I.I.R. TOILET

EXAM

WALLS: PAINTED/ ACCENT PAINT

F

BASE: 4" COVE

F

3A

NOTES: CASEWORK FINISHSEE ELEVATION DETAILS

F

BARIATRIC TOILET

C

RAIL: 4" MAPLE

11A

F FLOOR: SEAMLESS SHT VINYL

FLOOR: VCT. RED MAPLE WOOD GRAIN CEILING: ACT. GYP. SOFFIT PAINTED

WALLS: WASHABLE PAINT BASE: 1'- 0" INTEGRALE

F

BARIATRIC EXAM

RAIL: 6" ACROVYNE

BB

NOTES:

WALLS: PAINTED/ ACCENT PAINT BASE: 4" COVE

NURSE STATION

C

RAIL: 4" MAPLE NOTES:

A

15C

G A

CARDIAC

2A

12A

OFFICE

NOTES:

13A

GL

G

TRIAGE

A

CONSULTANT:

EMERGENCY WAITING

PHYSICIANS

1A 15F

CLEAN UTILITY

K

JANITOR'S CLOSET

G

14A

RECEPT

EE

RECEPT

G

H

STAFF LOUNGE

A

A

GL

C STAFF TOILET

SECURE HOLDING #1

I

SECURE HOLDING #2

I

SECURE HOLDING #3

A

I

F

TOILET/ SHOWER

VESTIBULE

TYP.

WAITING

FINANCE

PES

BASE: INTEGRALE

15I

RAIL: 4" MAPLE

2

2.3

A

KITCHEN

A

T.B.D.

RAIL: 4" MAPLE

C

GL

D C

FLOOR: CARPET W/ ACCENT DESIGN

A

PUBLIC TOILET

BASE: INTEGRATED

CEILING: ACT. GYP. SOFFIT (PAINTED)

AREA OF WORK

GL

WALLS: PAINTED / BASE COLOR & ACCENT PAINT BASE: 4" COVE

VCT

NOTES:

F

PUBLIC TOILET

FAMILY ROOM

3

FLOOR: SEAMLESS SHT VINYL WALLS: PAINTED

DESCRIPTION:

B

NOURISH VCT

NOTES: CUSTOM HEAD WALL

1 2.4

DATE:

D CORRIDOR

NURSE STATION

AREA OF WORK

WALLS: PAINTED

REVISION: NO:

VCT ELEC

FLOOR: SEAMLESS SHT VINYL CEILING: GYP. PAINTED

A

A REG 3

C

A

EXISTING STAIR

C

CEILING: GYP. PAINTED

15D

REG 1

GL

DECONTAM

F

B

B

GL ADMIN

C

I

MAINE

484 MAINE AVE., SUITE 2B FARMINGDALE, ME 04344 TEL. 207.582.2400 FAX. 207.582.8320

RAIL: 4" MAPLE

4

A

TOILET

K

BOSTON

225 FRIEND STREET BOSTON, MA 02114 TEL. 617.723.7100 FAX. 617.723.9113

CONSTRUCTION

BASE: 4" COVE

C

SOILED WORKROOM

MEDS

G

AMBULANCE VESTIBULE

INTERIOR DESIGN

FLAG POLE BRICK PAVERS

CEILING: ACT. GYP. SOFFIT PAINTED

EQUIPMENT ALCOVE

K

A

G FLOOR: VCT

K

E.M.T.

ARCHITECTURE

WALLS: PAINTED/ ACCENT PAINT

TRAUMA

AA

PLANNING

15E

ENGINEERING

H

K

C

DIGIORGIO ASSOCIATES INC.

F

K

CEILING: WASHABLE ACT.

EMERGENCY DEPARTMENT ADDITION AND RENOVATIONS

FLOOR: VCT. RED MAPLE WOOD GRAIN CEILING: ACT. GYP. SOFFIT PAINTED

TYP.

A.I.I.R. EXAM

F

K

340 THOMPSON ROAD WEBSTER, MA 01570

10A

4A

G

RAIL: 4" MAPLE NOTES:

KEY PLAN: C

CORRIDOR

CORRIDOR

FLOOR: C.T.

5

CEILING: ACT WALLS: CT. / CT W/ ACCENT

ADMINISTRATION

6

BASE: CT. COVE RAIL: NONE NOTES:

ELEV.

E FLOOR: VCT./ VCT ACCENT

WAITING

DINING AREA

CEILING: ACT WALLS: PAINTED. / ACCENT PAINT BASE: 4" COVE RAIL: 4" MAPLE NOTES:

DRAWING TITLE:

SCHEDULES SYMBOLS & ABBREVIATIONS DRAWN BY:

Author CHECKED BY:

Checker SCALE:

1/8" = 1'-0" PROJECT NO.:

SEAL:

FIRST FLOOR 0"

REAR CANOPY - TOP 1 1/2" = 1'-0"

13'-4 5/8"

6

1AA

13'-6 1/4"

GFRC INCLOSURE

FIRST FLOOR 0"

8

10

A-508XX

CONSULTA

A-508XX

SECTION AT MAIN VESTIBULE CANOPY 3/4" = 1'-0"

5

A2

A2

9

PRECAST CAP

3 8

A-508XX

1'-7 5/8" EQ

Callout of SECTION AT MAIN VESTIBULE CANOPY 1 1/2" = 1'-0"

A-508XX

3'-0"

Canopy Options

2'-4"

Attached and detached Canopies were proposed for the main Entrance of the hospital and the Ambulance enty.

DIGIORGIO ASSOCIATES INC.

3D View 68 PLANNING

BOSTON

ARCHITECTURE

225 FRIEND STREET BOSTON, MA 02114 TEL. 617.723.7100 FAX. 617.723.9113

ENGINEERING INTERIOR DESIGN

1/2" DRIP (FACE OF7 BRICK BELOW) A-508XX PRECAST CAP

BRICK

SLEEVE FASTNER AIR SPACE

3/8" JOINT

STEEL COLUMN (REFER TO STRUCTURAL DRAWINGS)

3/8" JOINT

1 CONSULTANT:

9

SECTION AT MAIN VESTIBULE CANOPY 3/4" = 1'-0"

A2

REAR CANOPY - BASE 1 1/2" = 1'-0"

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PLAN DETAIL AT MAIN CANOPY PIER A, B, C - AT BASE 1 1/2" = 1'-0" Callout of SECTION AT MAIN VESTIBULE CANOPY 5 1 1/2" = 1'-0"

STRUCTURAL COLUMN. SEE STRUCTURAL DRAWINGS

REVISION: NO:

DATE:

STEEL COLUMN (REFER TO STRUCTURAL DRAWINGS)

8

PLAN DETAIL AT MAIN CANOPY PIER A, B, C - AT FIBERGLASS 1 1/2" = 1'-0"

A3

A3 A2 1'-7 5/8"

GFRC

C1

FIRST FLOOR 0"

MAINE

484 MAINE AVE., SUITE 2B FARMINGDALE, ME 04344 TEL. 207.582.2400 FAX. 207.582.8320

7

EXPOSED CONCRETE PIER WITH CHAMFERED EDGES. SEE STRUCTURAL FOR DIMENSIONS

GFRC COLUMN SLEEVE

BRICK TIE

FIRST FLOOR 0"

CONSTRUCTION

3

REAR CANOPY BASE SECTION 1 1/2" = 1'-0" BRICKSHELF -1' - 0"

SECTION AT AMBULANCE VESTIBULE CANOPY 3/4" = 1'-0"

7

REAR CANOPY - BASE 1 1/2" = 1'-0"

1'-7 5/8"

BRICK BRICK TIE

REVISION: DATE:

2

A3

Unnamed

2

INTERIOR DESIGN CHECKED BY:

3/8" JOINT

BOLLARD DETAIL 1" = 1'-0"

ENTRY C DETAILS

3'-0"

CONCRETE PIER

DRAWN BY:

CHECKED BY:

RB SCALE:

FIRST FLOOR 0"

WELDED REBAR

As indicate PROJECT NO.:

103384.00

CONSULTANT:

2

PLAN DETAIL AT MAIN CANOPY PIER D - AT BASE 1 1/2" = 1'-0"

CAST SWEEP IN CONCRETE BELOW GRADE

DRAWING N

STEEL COLUMN (REFER TO STRUCTURAL DRAWINGS)

A-209 PROJECT LOCATION:

12

MK

CONCRETE ANCOR

ENCLOSED DOWNSPOUT

DRAWING NO.:

C:\Users\mkronik\Documents\Hubbard ED - Architectural_mkronik.rvt

EXTERIOR GUARD DETAILS 1" = 1'-0"

2" X 2" POLISHED STEEL RAILING POST

3/8" JOINT

484 MAINE AVE., SUITE 2B FARMINGDALE, ME 04344 TEL. 207.582.2400 FAX. 207.582.8320

103384.00

11

COVER

MAINE

1/8" = 1'-0"

PLAN DETAIL AT MAIN CANOPY 1 1/2" = 1'-0"

PRECAST CAP

STEEL COLUMN (REFER TO STRUCTURAL DRAWINGS)

Checker

PROJECT NO.:

14

CANOPY BASE SECTION = 1'-0"

SLEEVE FASTNER

CONSTRUCTION

SCALE:

CONCRETE BELOW GRADE

BRICK TIE

AIR SPACE

225 FRIEND STREET SEAL: BOSTON, MA 02114 TEL. 617.723.7100 FAX. 617.723.9113

Author

3D View 74

STEEL COLUMN (REFER TO REAR STRUCTURAL 8 DRAWINGS) 1 1/2"

FIRST FLOOR 0"

WELDED REBAR

DRAWING T

BOSTON

ARCHITECTURE

CONCRETE ANCOR

1/2" DRIP (FACE OF BRICK BELOW)

PLANNING

DRAWN BY: ENGINEERING

COVER

A3

BRICK

DIGIORGIO ASSOCIATES INC.

DRAWING TITLE: 3D View 68

STRUCTURAL COLUMN. SEE STRUCTURAL DRAWINGS

C1

PLAN DETAIL AT MAIN CANOPY PIER A, B, C - AT FIBERGLASS 1 1/2" = 1'-0" CAST SWEEP IN

PLAN DETAIL AT MAIN CANOPY PIER D - AT BASE 1 1/2" = 1'-0"

1'-7 5/8"

EMERGENCY DEPARTMENT ADDITION AND RENOVATIONS

7

10

PLAN DETAIL AT MAIN CANOPY PIER A, B, C - AT BASE 1 1/2" = 1'-0"

KEY PLAN:

KEY PLAN:

2" X 2" POLISHED STEEL RAILING POST

3/8" JOINT STEEL COLUMN (REFER TO ENCLOSED STRUCTURAL DOWNSPOUT DRAWINGS)

9

CONCRETE PIER

GFRC

3/8" JOINT

STEEL COLUMN 3/8" JOINT (REFER TO STRUCTURAL DRAWINGS)

STEEL COLUMN (REFER TO STRUCTURAL DRAWINGS)

3D View 72

SLEEVE FASTNER

SLEEVE FASTNER AIR SPACE 3/8" JOINT

DESCRIPTION:

AIR SPACE

5

PRECAST CAP

4" MIN TYP.

NO:

EXPOSED CONCRETE PIER WITH CHAMFERED EDGES. SEE STRUCTURAL FOR DIMENSIONS

1/2" DRIP (FACE OF BRICK BELOW)

3'-0"

1'-0 3/8"

1/2" DRIP (FACE OF BRICK BELOW) BRICK PRECAST CAP BRICK TIE GFRC COLUMN SLEEVE

4" MIN TYP.

1AA

EQ

1'-11 5/8"

EQ

1'-11 5/8"

7

1'-0 3/8"

BRICKSHELF -1' - 0"

1AA

EQ

BRICK BASE

EMERGENCY DEPARTMENT ADDITION AND RENOVATIONS

EXPOSED CONCRETE PIER WITH CHAMFERED EDGES. SEE STRUCTURAL FOR DIMENSIONS

SECTION AT AMBULANCE VESTIBULE CANOPY 3/4" = 1'-0" SEE STRUCTURAL

1

GFRC

8"

5 A-508XX

14

PLAN DETAIL AT MAIN CANOPY 1 1/2" = 1'-0"

A-50 11

EXTERIOR GUARD DETAILS 1" = 1'-0"

12

BOLLARD DETAIL 1" = 1'-0" PROJECT LOCATION: K:\103384.00 - Hubbard

REVISION: NO:

5

DATE:

DESCRIPTION:

3D View 72

KEY PLAN:

EMERGENCY DEPARTMENT ADDITION AND RENOVATIONS

DIGIORGIO ASSOCIATES

DRAWING TITLE:

UnnamedINC. PLANNING

BOSTON

ARCHITECTURE

2

DRAWN BY: ENGINEERING

Author

3D View 74

INTERIOR DESIGN CHECKED BY:

225 FRIEND STREET SEAL: BOSTON, MA 02114 TEL. 617.723.7100 FAX. 617.723.9113

CONSTRUCTION

7

Checker

3D View 68

MAINE

SCALE:

1/8" = 1'-0"484 PROJECT NO.:

103384.00

MAINE AVE., SUITE 2B FARMINGDALE, ME 04344 TEL. 207.582.2400 FAX. 207.582.8320

DRAWING NO.:

A-209

CONSULTANT:

PROJECT LOCATION: C:\Users\mkronik\Documents\Hubbard ED - Architectural_mkronik.rvt

REVISION: NO:

5

3D View 72

DATE:

DESCRIPTION:

U.S. COAST GUARD - BOAT HOUSE FACILITY Project: This project was an expansion of the US Coast Guard facility, located near Jones Beach, Long Island, NY. The new addition allowed for storage and maintenance of the MLB , 47 foot boats.

My Role: I have lead the project from pre design phases through construction administration. My tasks included coordinating structural, MEP and bridge crane manufacture consultants, developing construction documents and reviewing shop drawings.

4 CONSULTANTS

DIGIORGIO ASSOCIATES INC. BOSTON

PLANNING

225 FRIEND STREET BOSTON, MA 02114 TEL. 617.723.7100 FAX. 617.723.9113

N.Y.

HUD SON RIVER

ARCHITECTURE ENGINEERING

MASS.

MAINE 484 MAINE AVE., SUITE 2B FARMINGDALE, ME 04344 TEL. 207.582.2400 FAX. 207.582.8320

INTERIOR DESIGN CONSTRUCTION

CONN. HARTFORD

R.I. PROVIDENCE

PA. LONG ISLAND SOUND

N.J.

AND LONG ISL

BLOCK ISLAND

C

STATION JONES BEACH

VICINITY MAP NONE

DesignU.Criteria: Roof and the composite panels were S. COASTThe GUARD CIVIL ENGINEERING UNIT 150 mph wind loads. costumized to withstand PROVIDENCE

ACILITY (BMF)

GI EN

NE E R I NG

CIVIL ENGINEERING UNIT PROVIDENCE

LL CE EX

A RD

E NCE

IN

B

T

GU

SCALE:

U.

S.

CO

A

S

USCG. CEU PROVIDENCE 300 METRO CENTER BLVD. WARWICK, RI 02886 ISSUE

A B C

MARK

10/06/2012 12/12/2012 95% Design Submission 02/12/2013 100% Design Submission

DATE

DESCRIPTION

A/E PROJECT NO: CAD FILE NAME: DESIGNED BY: DRAWN BY:

MK

EDITED BY:

CP

CHECKED BY: PLOT SCALE:

SCALE: AS SHOWN SHEET TITLE

A

RAISE ROOF ON THE BOAT MAINTENANCE FACILITY (BMF)

TITLE SHEET

REVIEWED BY:

CP

REVIEWED BY:

REVIEWED BY:

GG

PROJECT ENG.

AJ

BRANCH CHIEF

TECH. DIRECTOR

APPROVING OFFICER PROJECT NUMBER

01-P02123

DRAWING NUMBER

standing seam roof

insulation on metal deck

steel framing

insulated metal panel

translucent window panel

26’ x34’ roll-up door

bridge crane

boat house facility

Maintenance

REQD. TO ACHIEVE FLUSH SUBSTRATE FOR EXT. SHEATHING AND INTERIOR FINISH.

160 Pearl Street Fitchburg, Massachusetts

155 North Street Renovations FSC# C805

39' - 5"

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ADDITION

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Roof Level 496' - 11"

Roof Level 496' - 11"

Attic 492' - 11"

Attic 492' - 11"

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Project:

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Second Floor Level 483' - 4"

bertaux + iwerks architects

Second Floor Level 483' - 4"

105 Beach Street Boston, Massachusetts t: 617.423.6500

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MUD SLAB 469' - 11"

GENERAL NOTES:

Dept. Capital Planning & Maintenance

Bttm of Ftg 467' - 11"

1. INFILL EXTG WINDOW AND DOOR OPENINGS W/ WD STUD WALL, SHIM AS REQD. TO ACHIEVE FLUSH SUBSTRATE FOR EXT. SHEATHING AND INTERIOR FINISH.

160 Pearl Street Fitchburg, Massachusetts

Basement Level 464' - 5 3/4"

Elevation 1 East 1/8" = 1'-0"

This was one of the two project on active reuse of an existing building. This two story apartment building was redeveloped as a faculty office building for Fitchburg State College. A small addition was added to accommodate for the faculty lounge room and more offices.

20

First Floor 473' - 10 3/4"

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First Floor 473' - 10 3/4"

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Simpson, Gumperts and Hager 41 Seyon Street Waltham, MA 02453

MUD SLAB 469' - 11"

SAR Engineering Inc.

Bttm of Ftg 467' - 11"

Nitch Enginering inc.

10 Granite Street Quincy, MA 02169

Dept. Capital Planning & Maintenance

186 Lincoln Street Suite 200 Boston, MA 02111

160 Pearl Street Fitchburg, Massachusetts

Basement Level 464' - 5 3/4"

South Elevation 2 155 1/8" =North 1'-0" Street Renovations

My Role:

155 North Street Renovations

FSC# C805

2/23/2009 11:57:20 PM FILE NAME: \\.host\Shared Folders\mikhailkronik On My Mac\Desktop\B\155 North dd Current-3.rvt REFERENCE FILE: 2/23/2009 11:57:20 PM FILE NAME: \\.host\Shared Folders\mikhailkronik On My Mac\Desktop\B\155 North dd Current-3.rvt REFERENCE FILE:

ADDITION

Roof Level 496' - 11"

Attic 492' - 11"

Attic 492' - 11" 20 20 20

First Floor 473' - 10 3/4"

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Bttm of Ftg 467' - 11"

PLOT DATE:

Basement Level 464' - 5 3/4"

Roof Level 496' - 11"

Basement Level 464' - 5 3/4"

Elevation 3 West 1/8" = 1'-0"South Elevation 2 1/8" = 1'-0"Elevation 1 East 1/8" = 1'-0"

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Second Floor Level 483' - 4"

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Basement Level 464' - 5 3/4"

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First Floor 473' - 10 3/4"

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MUD SLAB First 469'Floor - 11" 473' - 10 3/4" Bttm of Ftg MUD 467'SLAB - 11" 469' - 11"

41 Seyon Street Waltham, MA 02453

SAR Engineering Inc.

8

8

10 Granite Street Quincy, MA 02169

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8

Nitch Enginering inc.

Dept. Capital & 186 LincolnPlanning Street Suite 200 Boston, MA 02111 Maintenance

Bttm of Ftg Basement Level 467' 11" 464' - 5- 3/4"

160 Pearl Street Fitchburg, Massachusetts

Elevation 4 North 1/8" = 1'-0" South Elevation 2 1/8" = 1'-0" 155 North Street Renovations

105 Beach Street Boston, Massachusetts Job No.:

t: 617.423.6500

02111

f: 617.423.6502 FSC# C805

Drawn By:

Author

Checked By: Date: Scale:

Checker Simpson, Gumperts and Hager 41 Seyon Street Waltham, MA 02453 10/30/08 1/8" = 1'-0"

SAR Engineering Inc.

10 Granite Street Quincy, MA 02169

Nitch Enginering inc.

186 Lincoln Street Suite 200 Boston, MA 02111

Basement Level 464' - 5 3/4" Existing Structure and Addition KEY PLAN

Exterior Elevations Design Development

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105 Beach Street Boston, Massachusetts

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MUD SLAB 469' - 11" Bttm of Ftg 467' - 11"

Revision

FSC# C805

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Author Checker 10/30/08 1/8" = 1'-0"

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First Floor 473' - 10 3/4" MUD SLAB 469' - 11" Bttm of Ftg 467' - 11"

Job No.:

FSC# C805

Drawn By:

Author

Checked By:

Checker

Date:

10/30/08

Scale:

1/8" = 1'-0"

Basement Level 464' - 5 3/4"

4 North Elevation

1/8" = 1'-0" Existing Structure and Addition KEY PLAN

Exterior Elevations

Existing Structure and Addition KEY PLAN

Exterior Elevations

PLOT DATE:

Design Development

A201 Roof Level 496' - 11"

Attic 492' - 11"

Attic 492' - 11" No.

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Revision

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Second Floor Level 483' - 4"

Second Floor Level 483' - 4" 20B 20

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First Floor 473' - 10 3/4" MUD SLAB 469' - 11"

First Floor 473' - 10 3/4" MUD SLAB 469' - 11"

Bttm of Ftg 467' - 11"

Bttm of Ftg 467' - 11"

Basement Level 464' - 5 3/4"

Basement Level 464' - 5 3/4"

155 North Street

Second Floor Level 483' - 4" 20B

Nitch Enginering inc.

Basement Level 186 Lincoln Street Suite 200 Basement Level 464' - 5 3/4" 464' - 5 Boston, 3/4" MA 02111

Basement Level 464' - 5 3/4"

Date

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02111

t: 617.423.6500 f: 617.423.6502 First Floor Job No.: 473' - 10 3/4" First Floor Drawn By: 473' - 10 3/4" MUD SLAB Checked By: Simpson, Gumperts and Hager 469' - 11" MUD SLAB Date: MA 02453 41 Seyon Street Waltham, 469' - 11" Bttm of Ftg Scale: 467' - 11" Bttm ofSAR Ftg Engineering Inc. Granite Street Quincy, MA 02169 467' -1011"

First Floor 473' - 10 3/4"

Elevation 4 North Elevation 1/8" = 1'-0" 3 West South Elevation 1/8" = 1'-0" 2 1/8" = 1'-0"

Attic 492' - 11"

Revision

bertaux + iwerks architects

Second Floor Level 483' - 4" 20

Date

No.

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A201 Roof Level 496' - 11" No.

Job No.:

FSC# C805

Drawn By:

Author

Checked By:

Checker

Date:

10/30/08

Scale:

1/8" = 1'-0"

Elevation 4 North 1/8" = 1'-0" Existing Structure and Addition KEY PLAN

Exterior Elevations

A201

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Revision

bertaux + iwerks architects

Second Floor Level 483' - 4"

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Simpson, Gumperts and Hager

Date

Second Floor Level 483' - 4"

Second Floor Level 483' - 4" Floor Level Second 483' - 4"

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Bttm of FtgBasement Level 467' - 11" 464' - 5 3/4"

Roof Level 496' - 11"

t: 617.423.6500

Attic 492' - 11"

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Bttm of Ftg 467' - 11"

Basement Level 464' - 5 3/4"

105 Beach Street Boston, Massachusetts

Roof Level 496' - 11" Roof Level 496' - 11" Attic 492' - 11" Attic 492' - 11"

Roof Level 496' - 11"

Second Floor Level 483' - 4"

MUD SLAB 469' - 11"

20 bertaux + iwerks architects

Attic 492' - 11"

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Design Development

Attic 492' - 11"

MUD SLAB 469' - 11"

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EXISTING

Attic 492' - 11"

First Floor 473' - 10 3/4"

Attic 492' - 11"

No.

FSC# C805 ADDITION

Roof Level 496' - 11"

First Floor 473' - 10 3/4"

Attic Roof 492'Level - 11" 496' - 11"

First Floor 473' - 10 3/4" First Floor MUD SLAB 473' - 10 3/4" 469' - 11" First Floor 473' - 10 3/4" MUD SLAB Bttm of Ftg 469' - 11" 467' -MUD 11" SLAB 469' - 11" Bttm of Ftg 467' - Basement 11" Bttm of Ftg Level 467' - 11" 464' - 5 3/4"

107A

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MUD SLAB 469' - 11"

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Roof Level 496' - 11"

Attic 492' -Roof 11" Level 496' - 11"

Second Floor Level 483' - 4" Second Floor Level 483' - 4" Second Floor Level 483' - 4"

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I had an opportunity to take this project through all stages of the design process using Revit Architecture as a BIM modeling tool. From documentation of the existing conditions, schematic design of various design options, to production of stamped shop drawings.

Roof Level 496' - 11"

ADDITION

Roof Level 496' - 11"

Second Floor Level 483' - 4"

FSC# C805

Design Development

EXISTING

39' - 5"

02111

f: 617.423.6502

A201

P T i v l f M I o Design Tools: m Construction Documents -Revit Arc t Renderings - Revit Architecture/ Ph d

Project: This was one of the two project on active reuse of an ing building. This two story apartment building was r veloped as a faculty office building for Fitchburg State lege. A small addition was added to accommodate fo faculty lounge room and more offices.

My Role: I had an opportunity to take this project through all s of the design process using Revit Architecture as a BIM modeling tool. From documentation of the existing c tions, schematic design of various design options, to p duction of construction documents

Design Tools: Construction Documents -Revit Architecture Renderings - Revit Architecture/ Photoshop cs3Dept. Capital Planning &

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160 Pearl Street Fitchburg, Massachusetts 20

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Simpson, Gumperts and Hager 41 Seyon Street Waltham, MA 02453

SAR Engineering Inc.

10 Granite Street Quincy, MA 02169

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186 Lincoln Street Suite 200 Boston, MA 02111

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Simpson, Gumperts and Hager 41 Seyon Street Waltham, MA 02453

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186 Lincoln Street Suite 200 Boston, MA 02111

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160 Pearl Street Fitchburg, Massachusetts

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SEE A104 FOR ROOF INFORAMITION

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105 Beach Street Boston, Massachusetts t: 617.423.6500

Existing Structure and Addition KEY PLAN

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02111

f: 617.423.6502

Simpson, Gumperts and Hager 41 Seyon Street Waltham, MA 02453

SAR Engineering Inc.

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10 Granite Street Quincy, MA 02169

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A210

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186 Lincoln Street Suite 200 Boston, MA 02111

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f: 617.423.6502

Nitch Enginering inc.

A210

02111

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105 Beach Street Boston, Massachusetts

No.

Dept. Capital Planning & Maintenance

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bertaux + iwerks architects t: 617.423.6500

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Electrical Legend & General Notes Electrical Siteplan Electrical Basement & First Floor Lighting Plan Electrical Second Floor & Attic Lighting Plan Electrical Basement & First Floor Power & Low Tension Plan Electrical Second Floor & Attic Power & Low Tension Plan Electrical Schedules & Riser Diagrams HVAC Legend & General Notes HVAC Basement & First Floor Plan HVAC Second Floor & Attic Plan HVAC Details HVAC Details HVAC Schedules Plumbing Basement & First Floor Plan Plumbing Second Floor & Attic Plan Plumbing Legend, Schedules & Details Plumbing Details General Notes Sections and Details Sections and Details Foundation Plan First Floor Framing Plan Second Floor Framing Plan Attic Framing Plan Roof Framing Plan Foundation Sections

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MILLER

E001 E002 E101 E102 E103 E104 E300 H001 H101 H102 H300 H301 H302 P101 P102 P300 P301 S000 S001 S002 S100 S101 S102 S103 S104 S200

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DAMON ST.

ORANGE ST.

CONGRESS ST.

D MON HAM

MYRTLE AVE.

Title Sheet Code Info/ Abbreviations/ Symbols/ General Notes Existing Survey Plan Existing Floor Plans Demolition Plans Site Plan Basement Plan First Floor Plan Second Floor Plan Roof Plan Exterior Elevations Building Sections Wall Sections Wall Sections Wall Sections & Details Exterior Details Exterior Details I - Walls Stairs Elevator Shaft Door Schedule Frames/Types/Elev.& Details Room Finish Schedule, Wall Types Window & Louvers Schedule, Types & Details Enlarged Plans Interior Details Interior Details Signage Plans Types & Schedule

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A001 A002 A010 A020 A090 A100 A101 A102 A103 A104 A201 A210 A301 A302 A303 A401 A402 A501 A511 A701 A710 A711 A801 A821 A822 A901

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160 Pearl Street 1 Fitchburg, Massachusetts

~FSC~

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155 North Street

existredee Color the

WOOD ST.

WAVE RLY ST.

GREEN STREET

Project: This was one of the two project on active reuse of an existing building. This two story apartment building was redeveloped as a faculty office building for Fitchburg State College. A small addition was added to accommodate for the faculty lounge room and more offices.

My Role: I had an opportunity to take this project through all stages of the design process using Revit Architecture as a BIM Design Tools: modeling From documentation of the existing condiConstruction Documents tool.

-Revit Architecture Renderings - Revitschematic Architecture/ Photoshop cs3of various design options, to protions, design Project: duction of construction documents This was one of the two project on active reuse ofMap an exist1 Locus ing building. This two story apartment building was redeveloped as a faculty office building for Fitchburg State College. A small addition was added to accommodate forListthe Drawing Drawing List Sheet Sheet faculty lounge room and more offices. Number Number Sheet Name Sheet Name My Role: I had an opportunity to take this project through all stages of the design process using Revit Architecture as a BIM modeling tool. From documentation of the existing condichitecture tions, design of various design options, to prohotoshopschematic cs3 duction of construction documents

A 0' - 0"

3' - 3 1/2"

155 North Street

Existing Structure and Addition KEY PLAN

Floor 1 Second 1/4" = 1'-0"

1 A402

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Second Floor Plan

3' - 8 3/4" 1' - 8 1/4"

A103

duction of construction documents J

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Roof Level 496' - 11"

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Attic 492' - 11"

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Roof Level 496' - 11"

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FIXTURE F3

Attic 492' - 11" V.I.F.

FIXTURE F3

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UP

Second Floor Level 483' - 4"

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CAST I

UP

Level Stairs 1 Basement 1/4" = 1'-0" J

Second Floor Level 483' - 4"

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7 A501

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1/2" A

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C7X9.

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NON-S

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28 GA

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7 Riser/ 1" = 1'-0"

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Basement Level 464' - 5 3/4"

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UP

V.I.F.

Section 4 Stair 1/4" = 1'-0"

12 DN

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Floor Stairs 2 First 1/4" = 1'-0"

11 HD HA 6

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A501

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First Floor 473' - 10 3/4"

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Floor Entry Stairs 5 First 1/4" = 1'-0"

Stairs Section 6 Entry 1/4" = 1'-0"

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T DATE:

PLOT DATE:

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UP

Level Stairs 3 Second 1/4" = 1'-0"

Floor Entry Stairs 5 First 1/4" = 1'-0"

TEMPORARY WALL

First Floor 473' - 10 3/4" Ground Level 471' - 2"

Stairs Section 6 Entry 1/4" = 1'-0"

10 H 11 12

SHT. MTL. COPING OVER EXTG. DECORATIVE CORNICE TPO MEMBRANE FLASHING, WRAP OVER TOP OF CORNICE

PITCH

SHT. MTL. COPING OVER EXTG. DECORATIVE CORNICE

PROVIDE BLOCKING TO ACHIEVE POSITIVE PITCH

Dept. Capital Planning & Maintenance REMOVE ALL EXTG. PAINT & REFINISH

TPO MEMBRANE ROOFING TAPERED POLYISOCYANURATE INSULATION

160 Pearl Street Fitchburg, Massachusetts

155 North Street Roof Level 496' - 11" Renovations V.I.F.

EXT'G. ROOF DECK

TAPERED POLYISOCYANURATE INSULATION

NEW FASCIA BOARD, MATCH EXTG.

3" RIGID INSULATION POLYISO

Roof Level 496' - V.I.F. 11"

3' - 0 1/2"

2 LAYERS 5/8" EXT. GWB TYPE X

EXTG. SHEATING

1 1/2" S.F. POLYURETHANE

SPUN BONDED POLYOLEFIN AIR BARRIER ATTIC

EXT. NOM. 2 x 4 STUDS @ 16" O.C.

6" BATT INSULATION KRAFT FACED

1 1/2" S.F. POLYURETHANE INSULATION

SPUN BONDED POLYOLEFIN AIR BARRIER ATTIC

EXT. NOM. 2 x 4 STUDS @ 16" O.C.

0' - 0 3/4"

5/8 EXTERIOR GWB

1 1/2" S.F. POLYURETHANE INSULATION 2" BATT INSULATION

6 MIL. POLYETHYLENE VAPOR BARRIER

6 MIL. POLYETHYLENE VAPOR BARRIER

1 LAYER 5/8" INT. GWB TYPE X

2 LAYERS 5/8" INT. GBW TYPE X

Attic

Attic 492' - V.I.F. 11"

492' - 11" bertaux + iwerks architects V.I.F.

C7X9.8

4" TOUNG AND GROVE VERTICAL CLAP BOARD

EXTG. SHEATING

2" BATT INSULATION

1/2" A307 BOLT

1 A401

1/2" BEVEL CEDAR SIDING

1 LAYER 5/8" EXT. GWB TYPE X

0' - 11"

A

EXT'G. ROOF DECK

FSC# C805

6" BATT INSULATION KRAFT FACED

PROVIDE BLOCKING TO ACHIEVE POSITIVE PITCH

REMOVE ALL EXTG. PAINT & REFINISH

1/2" BEVEL CEDAR SIDING

1 1/2" S.F. POLYURETHANE

CAST IN PLACE TREAD

PITCH

TPO MEMBRANE ROOFING

NEW FASCIA BOARD, MATCH EXTG.

3" RIGID INSULATION POLYISO

TPO MEMBRANE FLASHING, WRAP OVER TOP OF CORNICE

EXISTING ATTIC JOISTS 105 Beach Street Boston, Massachusetts 16" O.C. +/t: 617.423.6500 f: 617.423.6502

1X6 BEVEL CEDAR SIDING TPO MEMBRAINE FLASHING

EXISTING ATTIC JOISTS 16" O.C. +/-

02111

TPO ROOF MEMBRAINE TAPERED RIGID INSULATION

3" x 3.5" COLD FORMED ANGLE NON-SLIP ABRASIVE STRIPS

Simpson, Gumperts and Hager

3" POLYISO- CYANURATE RIGID INSULATION

6 MIL POLYETHYLENE VAPOR BARRIER

41 Seyon Street Waltham, MA 02453

6 MIL POLYETHYLENE VAPOR BARRIER

5/8 PLYWOOD DECK

SAR Engineering Inc.

28 GAGE GALV. STEEL PAN

10 Granite Street Quincy, MA 02169

Second Floor Level 483' V.I.F. - 4" Nitch Enginering inc.

1/2" BEVEL CEDAR SIDING

Detail 7 Riser/Tread 1" = 1'-0"

EXTG. 2 x 8 FLOOR JOISTS

186 Lincoln Street Suite 200 1 LAYER 5/8" EXT. MA GWB TYPE X Boston, 02111

EXTG. SHEATING SPUN BONDED POLYOLEFIN AIR BARRIER

EXT. NOM. 2 x 4 STUDS @ 16" O.C.

ACCOUSTIC LAY-IN CEILING

8 8

6" FACED BATT INSUL.

1 1/2" S.F. POLYURETHANE INSUL.

WOOD STOOL EXTENSION

R.O. 5' 9 3/8"

1 1/2" O.D. HDWD HANDRAIL

Design Development

4

2

4

BOLT PARAPET STUDS TO THE FACE OF THE ROOF JOISTS W/ 3-3/8"

2" BATT INSULATION

0' - 1 1/2"

210

2" BATT INSULATION

1 1/2" S.F. POLYURETHANE INSULATION

2" BATT INSULATION 6 MIL. POLYETHYLENE VAPOR BARRIER

NEW WINDOW UNIT

5/8" GWB TYPE X

EXTG. NOM. 2 x 4 STUDS @ 16" O.C.

1 1/2" S.F. POLYURETHANE INSULATION 2 2

6

2

2 LAYERS 5/8" EXT. GWB TYPE X

SPUN BONDED POLYOLEFIN AIR BARRIER

6" FACED BATT INSUL. 3 1/2" Max.

1X6 BEVEL CEDAR SIDING

1/2" BEVEL CEDAR SIDING EXTG. 2 x 8 FLOOR JOISTS

EXTG. SHEATING

1 1/2" S.F. POLYURETHANE INSUL.

2

Second Floor Level 483'V.I.F. - 4"

1/2" GWB CEILING SUSPENDED

6 MIL. POLYETHYLENE VAPOR BARRIER 2

4

1 1/2 " C.C. POLYURETHANE INSULATION SPRAY APLIED 2

2

6 MIL. POLY VAPOR BARRIER

NEW WINDOW UNIT

5/8" GWB TYPE X

10 10 1 LAYER 5/8" GWB TYPE X

WINDOW UNIT

2 LAYERS 5/8" GWB TYPE X

4" RBR. BASE

4" RBR. BASE

EXTG. SUBFLOOR

.11 3/8"

FIN. FLRG.

No.

Date

FIN. FLRG.

Revision

EXTG. SUBFLOOR

First Floor V.I.F. 473' - 10 3/4"

EXTG. 2 x 8 FLOOR JOISTS

EXTG. SILL, REPLACE AS NECESSARY W/ P.T. DIMENSIONAL LUMBER

EXTG. 2 x 8 FLOOR JOISTS

1 1/2" S.F. POLYURETHANE INSUL.

EXTG. STONE FOUNDATION WALL

1 1/2" S.F. POLYURETHANE INSUL.

First Floor V.I.F. 473' - 10 3/4" EXTG. SILL, REPLACE AS NECESSARY W/ P.T. DIMENSIONAL LUMBER

2

6" FACED BATT INSUL.

Job No.: 2" S.F. POLYURETHANE INSUL. OVER STONEDrawn FOUNDATION By: COVER W/ INTUMESCENT PT. Checked By: Date:

FSC# C805

5/8" GWB TYPE X FIN. FLR'G.

6" FACED BATT INSUL. 2" S.F. POLYURETHANE INSUL. OVER STONE FOUNDATION COVER W. INTUMESCENT PT.

Author

3/4 UNDERLAYMENT

Checker

2

10/30/08

Scale: Ground

Level 471'VARIES - 2"

4

EXTG. STONE FOUNDATION WALL

Ground Level 471' - 2"

As indicated

4

2

1.5" S.F. POLYURETHANE

VARIES

6" BATT INSULATION

8 2

6 2" S.F. POLYURETHANE CONC. FOUNDATION

10 Handrail/Guardrail 1 1/2" = 1'-0"

Existing Structure and Addition KEY PLAN

Wall Section - Extg. Bldg.

1 1HR 1" = 1'-0"

3/8 DIA. STL. ANCOR BOLTS

Stairs

Wall Section - Extg. Bldg.

2 2Hr 1" = 1'-0"

A501

Wall at Addition 1 Exterior 1 1/2" = 1'-0"

78 Claybrook rd. Dover MA

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