Melinda Green_Resume_113016

Melinda M. GreenArchitectural Design Intern, aia

Roger Williams UniversitySchool of Architecture, Art, and Historic Preservation│Bristol, RI │Master of Architecture│December 2012 │Bachelor of Science in Architecture│May 2011 │Minor in Visual Arts: Drawing & Painting │RWU Academic Achievement Scholarship │William T. Morris Scholarship

Educational Involvement

RWU │Graduate Research Assistant to Professor

Copur – Sept. 2012 to Dec. 2012│Assisted in the research and culmination of a publication focused on FDR’s New Deal “Jersey

Homesteads Community”, Roosevelt, NJ.

Environmental Design Research ssociation Conference:

Sponsored Presenter│RI School for the Deaf - Architecture Student Research│RWU - SAAHP

│Seattle, WA - May 2012

RWU Commnity artnershi Center│Graduate Assistant – Sept. 2011 to May 2012│Architectural design and programming services

for community based design-build projects. Co-facilitated town workshop meetings.

Collaboration and consulting with construction management, business, law, and historic

preservation students and professors. Barn Rehabilitation, adaptive re-use planning for a local school, and programming for the Bristol

Historic Armory grantfunding.

tdio Cltre Committee RWU - SAAHP│ Fall 2008

As a current Architectural Intern in the NCARB AXP program, I take pride and value in each and every opportunity to learn, experience, and contribute to the field of architecture, as well as it’s influencing counterparts. Whether it be healthcare, education, entertainment and theater, or a private residence, each project offers a wealth of value in understanding the client, the structure, as well as the resounding significance and future impact. While gaining experience on a project, my greatest accomplishment is the recognition of not just obtaining a job and producing a structure, but respected self worth in a thriving distinguished career.

[email protected]

(315) 796 2213

Utica, NY

*References available upon request

Professional Experience

rchitectral ervices│Intern Architectural Designer – Cassville, NY │Feb. 2015 to Present│Residential & Commercial Architectural Design Firm providing personalized and attentive design services.• Developed and produced drawing set & drafting standards, increased

project output growth, managed general office work & marketing, assisted on & generated AIA contracts, and produced final CD sets.

• Attentive & thorough comprehension of building construction and building code compliance

• 3-D Modeling of concepts and designs

yman ayes ssociates│Intern Architectural Designer – Albany, NY │June 2014 to Feb. 2015│Expertise in Healthcare and Laboratory Design, Renovation, and Interior projects. • Implementing valuable field skills of planning and programing to develop

and produce improved innovative spaces. • Contract document preparation and delivery working with AutoCad

Architecture and Revit. • Organized team collaboration, analysis, and flexibility of tasks during the

various phases of design.

ndstrial acilities Design nc│Intern Architect/Draftsperson – Hopkinton, MA │Sept. 2013 to May 2014│IFDI specializes in the Design and Engineering of Pharmaceutical, Biotechnology, Medical Device, & Advanced Technology Industry Design and Renovation.• Provided drafting services and translation of design intent into deliverable

contract documents and construction drawings using AutoCad Architecture.• Collaboration and design review with in-house architects, as well as • structural and chemical engineers.

Skills: Proficient in AutoCad, Revit, Photoshop, InDesign, Microsoft Office, Hand Drafting, Model Making

Interest: Drawing, Painting, Printmak-ing, Historic Preservation, Swimming, Biking, Hiking, Gardening, Dance

Community: Varsity Girl’s Swimming & Diving Coach│Whitesboro Central School District│Fall 2015

Moose River Road - Private Residence│Port Leyden, NY

│New Construction - Exposed Post & Beam [Construction completed July 2016]

Size: 1,200 SF Footprint

*2016 Integrity by Marvin Red Diamond Achiever

│Top 10 People’s Choice Finalist

*2017 Integrity Red Diamond Achiver Projects Calendar

│Honorable Mention

Desicription: The client’s first and foremost concern for their project was to hire a highly qualified professional to provide them with full design services, from site selection through final design and construction administration. Our proposal included providing site, civil, architectural, structural, HVAC, plumbing, electrical design services, and walking the 77-acre site to establish the driveway location, building site, and orientation of the proposed residence. The client also desired design services to included consistent coordination with the contractor to oversee scope, budget, construction detail.

12'-10 1/2"2'-0"

13'-4 1/2"

30'-0"

15'-2 1/4"

21'-3"

7'-6"

9'-4"

40'-0"

15'-8 3/4"

35'-7"

22'-6 3/4"

8'-0"RAISED HEARTH

1'-8"

AIR BARRIER MEMBRANE

5/16" CEDARMILL VERTICALSIDING

11 7/8" RIM BOARD

AIR BARRIER MEMBRANE2" X 4" FRAMING (SOUTH, WEST &EAST WALLS) W/ SIMPSON TWBDIAGONOAL WALL BRACING

5/16" CEDARMILL VERTICALSIDING

6" ICF FOUNDATION WALL

2 X 8 PRESSURE TREATED

1/4" REVEAL & FLASHING

2X4" BOTTOM PLATE11 7/8" TJI 360 @ 16" O.C.

2" 4"

11 7

/8"

2" 6" 2"

R21 - SPRAY FOAM

1X2 HORIZONTAL FURRING@ 16" O.C.

July 9, 2015

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FIRST FLOOR PLAN

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1 FIRST FLOOR PLANNORTH

1

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2"1"1/2"1" 1/2" 1/4" 0

8'-0"4'-0"2'-0"01'-0"2'-0"3'-0"

1"=4'-0"

4A4.1

3A4.1

2A4.1

1A4.1

1A5.1

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3A5.1

BEDROOM007BEDROOM

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TOILET005

KITCHEN/

DINING003

LIVINGROOM

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IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF ALICENSED ARCHITECT TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIRED BYLAW TO AFFIX HIS OR HER SEAL AND THENOTATION 'ALTERED BY' FOLLOWED BY HIS ORHER SIGNATURE AND A SPECIFIC DESCRIPTIONOF ALTERATIONS.

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H4

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S AT 6.1"

(16) TREAD

S AT 11.6"

(15) RISERS AT 7.2"

(14) TREADS AT 11"

F

F

G

G

DOOR SCHEDULEMARK SIZE (IN) STYLE REMARKS MAX. U VALUE

001.2 .007 MAXINSULATED OVERHEAD DOOR - NO GLAZINGMANUFACTURER/STYLE OF DOOR BY OWNER72" X 82"

WINDOW LIGHT & VENTILATION SCHEDULEWINDOW MAX.

U-VALUEMARK STYLE

AREA(SF)

LIGHT SQ FT

REQ. ACTUAL

VENTILATION SQ FT

REQ. ACTUAL

EGRESS OPENING (IN)WIDTH X HEIGHT

REMARKSROOM NAME

ROOM #

A (2) IAWN 3727BASMENT

- -N/A -- - .35 MAX NOT HABITABLE SPACE001

GENERAL NOTES:

1. WALL AND CEILING FINISHES SHOULD HAVE A MAXIMUM FLAMESPREAD OF 200 AND MAXIMUM SMOKE DEVELOPED 450

2. WINDOWS AND GLASS DOORS SHALL COMPLY WITHREQUIREMENTS OF AAMA/NWWDA 101/I.S.2 TO RESIST DESIGNWIND LOADS

3. INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD OF 25AND MAXIMUM SMOKE DEVELOPED 450 PER ASTM EB4

HEADER SCHEDULEDESIGNATION DESCRIPTION

(2) 2" X 10" SPF NO. 2H3

001.1 .35 MAXINSULATED W/ ENTRY LOCKSET - NO GLAZINGMANUFACTURER/STYLE OF DOOR BY OWNER36" X 80"

B (2) ITDH3864 EBEDROOM

146 16.2511.68 12.765.84 32.56 X 28.21 .35 MAX -006

B (3) ITDH3864 EBEDROOM

203 40.62516.24 31.98.12 32.56 X 28.21 .35 MAX -007

C (1) ITDH3248BATHROOM

58.2 8.124.66 3.42.33 .35 MAX MECHANICAL VENT PROVIDED005

D (1) ICA25393WKITCHEN

236 20.618.88 7.49.44 - .35 MAX MECHANICAL VENT (HOOD) PROVIDED003

001.3 .35 MAX3/4 HR FIRE RATED / ENTRY LOCKSETMANUFACTURER/STYLE OF DOOR BY OWNER36" X 80"

002.1 .35 MAXINSWING FRENCH DOOR/VENTILATION 13.84SF/SAFETY GLAZING/ENTRY LOCKSETIIFD3068 X R36" X 82"

002.2 .35 MAX2 PANEL SLIDING FRENCH DOOR / VENTILATION 35.80SF / SAFETY GLAZINGISFD 6080 OX60" X 96"

007.1 .35 MAXPRIVACY LOCKSETMANUFACTURER/STYLE OF DOOR BY OWNER36" X 80"

007.2 .35 MAXPOCKET DOORMANUFACTURER/STYLE OF DOOR BY OWNER30" X 80"


006.2 .35 MAXPOCKET DOORMANUFACTURER/STYLE OF DOOR BY OWNER30" X 80"

004.1 .35 MAXLATCH SETMANUFACTURER/STYLE OF DOOR BY OWNER20" X 80"


005.2 .35 MAXLATCH SETMANUFACTURER/STYLE OF DOOR BY OWNER18" X 80"

(2) 2" X 10" SPF NO. 2H1

(2) 2" X 10" SPF NO. 2H2

(2) 2" X 10" SPF NO. 2H4

E (4) ICAP 3339LIVING ROOM

324 2725.92 -12.96 - .35 MAX SEE DOOR SCHEDULE FOR VENTILATION002

(2) 2" X 10" SPF NO. 2H5

(2) 2" X 10" SPF NO. 2H6

*WINDOWS BASED ON MARVIN INTEGRITY WOOD-ULTREX SERIES

*DOORS BASED ON MARVIN INTEGRITY WOOD-ULTREX SERIES

*

*

F (2) IIFD2668 OLIVING ROOM

34.6 - - .35 MAX STATIONARY / SAFETY GLAZING002

G (2) IIFD2880 OLIVING ROOM

40.2 - - .35 MAX STATIONARY / SAFETY GLAZING002

*

*

*

*

*

*

*

*

H (2) IAWN 3327LIVING ROOM

12.06 8.84 - .35 MAX PROVIDE WITH REMOTE OPERATORS002

*

H

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SCALE: 1 1/2" = 1'-0"A2.0

2 EXTERIOR WALL/FLOOR JOIST DETAIL

2A1

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13" X 18" FLUE

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BUILDING SECTIONS

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1 BUILDING SECTION

7'-9

1/2

"8'

-1 1

/4"

5'-7

"

9'-7

"

30'-0"

6'-1

0 1/

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7'-9

1/2

"

F.F. 1,500' - 11 3/4"

F.F. 1,492'-0"

F.F. 1,509'-11 3/4"

8'-9

1/2

"

8'-1

1 3/

4"

6'-8

"

SCALE: 1/4" = 1'-0"A5.1

2 BUILDING SECTION

9'-0

"

8'-1

0 1/

2"

8'-1

1/4

"

6'-1

0 1/

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7'-9

1/2

"

8'-9

1/2

"

8'-1

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A1.04

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TYP.TYP.A1.0

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4 BUILDING SECTION

7'-9

1/2

"8'

-1 1

/4"

5'-7

"

9'-7

"

30'-0"

13'-2"8'-5 1/4" 8'-5"

13'-2"8'-5 1/4" 8'-5"

40'-0"4"4"

19'-8"15'-4 3/4"

19'-8"15'-4 3/4"

10'-3"9'-8"9'-4 3/4" 10'-8 1/4"

40'-0"4"4"

40'-8"

40'-8"

14'-2

"

14'-2

"

15'-7 21/32"

A3.14

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-0"

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-0"

6'-1

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A3.13

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A3.12

TYP.

A3.15

TYP.

A2.02

TYP.

CL CLCLCL CL

10'-3"9'-8"9'-4 3/4" 10'-8 1/4"

CL CLCLCL CL

F.F. 1,500' - 11 3/4"

F.F. 1,492'-0"

F.F. 1,509'-11 3/4"

F.F. 1,500' - 5 3/4"

F.F. 1,500' - 5 3/4"

F.F. 1,500' - 11 3/4"

F.F. 1,492'-0"

F.F. 1,509'-11 3/4"

F.F. 1,500' - 5 3/4"

F.F. 1,500' - 11 3/4"

F.F. 1,492'-0"

F.F. 1,509'-11 3/4"

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4" X 6" DIAGONALBRACING (TYP. AT(4) LOCATIONS)

4" X 6" DIAGONALBRACING (TYP. AT(4) LOCATIONS)

4" X 6" BEAMBRACING (TYP. AT(2) LOCATIONS)

BBBB

B

AA

B2B2

001.2

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001.2

007.1

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DREF

F.F. 1,491' - 8"

F.F. 1,488'-8"

TOP OF FOOTING

TOP OFFOOTING

F.F. 1,488'-8"TOP OFFOOTING

F.F. 1,491' - 8"TOP OF FOOTING

CONC. SLAB

F.F. 1,488'-8"TOP OF FOOTING

CONC. SLAB

CONC. SLAB

CONC. SLAB

F.F. 1,488'-8"TOP OF FOOTING

F.F. 1,491' - 8"TOP OF FOOTING

A3.16

5/8" FIRE CODEDRYWALL CEILINGENTIRE BASEMENT




Irondequoit inn│Piseco, NY

│Renovation[Construction completed June 2016]

Grand Re-Opening Ceremony June 2016

Desicription: The existing Irondequoit Inn, established in 1892 on Piseco Lake was looking to increase and update energy efficiency, and improve room accomodations for it’s guests. Development of the project scope included determining a phasing plan which was driven by the Inn’s operating needs and financial funding available. Since it’s establishment, the Irondequoit Inn has seen many renova-tions and additions utilizing various construction means and methods, resulting in the need for extensive Construction Administration Services as the project progressed. The desired outcome was to bringin a touch of modern architecture, yet retain many of the existing rustic characteristics through inte-rior design and material selection to maintain it’s original style.

10/12/15

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PHASE 1 - EXTERIORELEVATIONS

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1 EXTERIOR ELEVATION - EXISTING & DEMO

GRAPHIC SCALE:

2"1"1/2"1" 1/2" 1/4" 0

8'-0"4'-0"2'-0"01'-0"2'-0"3'-0"

1"=4'-0"

SCALE: 1/4" = 1'-0"A4.1

2 EXTERIOR ELEVATION - NEW

MAIN LODGE

117'-5"

126'-3"

BOTTOM OFNEW SOFFIT

RIDGE OFNEW ROOF

107'-5 1/2"BOTTOM OFEXIST SOFFIT

1'-8

3/4

"F.

F. T

O R

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EXIST. F.F

EXIST.CEILING

BOTTOM OFEXIST SOFFIT

RIDGE OFEXIST ROOF

107'-5 1/2"BOTTOM OFEXIST SOFFIT

EXIST. F.F

EXIST.CEILING

EXIST.CEILING

EXIST. F.F100.00'EXIST. F.F

EXIST. F.F

RIDGE OFEXIST. ROOF

BOTTOM OFEXIST. SOFFIT

EXIST.CEILING

EXIST. F.F.

EXIST. CEILING

EXIST. F.F.100.34'

108.41'

107.43'

115.31'

123.05'

115.9'

RIDGE OFEXIST. ROOF

BOTTOM OFEXIST. SOFFIT

EXIST.CEILING

EXIST. F.F.

EXIST. CEILING

EXIST. F.F.100.34'

108.41'

107.43'

115.31'

123.05'

115.9'

109.53'

108.41'

100.10'EXIST. F.F

100.00'EXIST. F.F

109.53'

108.41'

100.10'EXIST. F.F

100.09'EXIST. F.F

100.09'

118.39'

117.39'

126.97'

BOTTOM OFEXIST SOFFIT

RIDGE OFEXIST ROOF

EXIST.CEILING

118.39'

117.39'

126.97'

EXIST. F.F108.73'

109.93'

EXIST. CEILING

EXIST. F.F108.73'

109.93'

EXIST. CEILING

6 1/212

V.I.F. TOMATCHEXISTING

EXISTING ROOF STRUCTURE -(4X4 RAFTERS 30"-36" O.C.) TOREMAIN

REMOVE STEEL ROOFING,WOOD CEDAR SHINGLES,& ROOF BOARDS

NEW 5/8" CDX PLYWOOD,WATER BARRIER, & 26 GA.MIN. STANDING SEAMROOF 16" WIDE PANELS

EXIST ROOF TO REMAIN

EXIST ROOF TO REMAINPAINT TO MATCH NEW

ROOF

EXISTING WOODSIDING TO REMAINPAINT TO MATCH NEWSIDING & TRIM

EXISTING WOODSIDING TO REMAIN

EXISTING WINDOWS &SIDING TO REMAIN

EXISTING WINDOWS &SIDING TO REMAINPAINT TO MATCH NEWSIDING AND TRIM

DECORATIVE FRAMETO MATCH STYLE OFATTIC WINDOW ONEAST GABLE, NOGLASS

EXISTING CHIMNEYTO REMAIN

NEW TRIPLE WALL FLUEBY OWNER

CAP EXISTING CHIMNEYAROUND NEW TRIPLEWALL FLUE

EXISTING CHIMNEY TOREMAINFLASHING BY GENERALCONTRACTOR

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ASBESTOS SIDINGREMOVAL

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REMOVE STEEL ROOFINGROOF BOARDS/TRIM &STRUCTURE TO REMAIN

REMOVE STEELROOFING



additional areas of experience

Residential: New Construction, Renovation of Existing Structure

Commercial: Apartment Complexes, Educational Facility Stations,

Wood & Metal Framed Structures

Code Compliance Review, Structural Analysis, MEP Comprehension, Hazardous Material/

Abatement Drafting and Observation, 3D Conceptualization Models, Site Planning,

AIA Contract Administration & ProposalsGeneral Office Administration:

RFP’s, Marketing Materials

Hamilton College│Twin Comfort Stations│New Construction - Completed August 2016

Pratt & Whittney - HMI metal powders│Clayville, NY│Parking Lot Layout & Pedestrian Safety Design - Completed July 2015│Loading Dock Truck Access - Completed June 2016

W

EX GAS

EX GAS

EX GAS

EX GAS

EX GAS

EX GAS

EXGAS

EX GAS

EX GAS

WATER

W

CURB

CURB

CURB

CURB

CURB ELECTRIC

BOX

FLAG CURB

SIDEWALK

SIDEWALK

SIGN

SIGN

ELECTRIC BOX

CURB

CURB

RETAINING W

ALL

RETAINING

WALL

CONCRETE

CURB

CURB

EXISTING

CURB CONCRETE

DOCK 2

DOCK 3

FINISHED

FLOOR = 969.45'

FINISHED

FLOOR = 969.32'FINISHED

FLOOR = 969.58'

FINISHED

FLOOR = 975.30'

FINISHED

FLOOR = 969.50'

WALK WAYRETAINING WALL

RETAINING WALLEDGE OF ASPHALT

GATE

GATE

CHILLER

EXISTINGELECTRICCABINET

PAD

EXISTINGELECTRICCABINET

PAD

EXISTINGELECTRIC

BOX

EXISTING

GENERATOR

PAD

12" C

MP

EXISTING

CATCH BASIN

RIM 966.38'

INVERT = 964.4'

COVER

(UNKNOWN)

CLEAN OUT

(UNKNOWN)

CLEAN OUT

STM

STM

STM

EX STM

EX STM

EX STM

EX. STM

(AS PER EXISTING PLANS)

GATE

EXISTING

GATE

MAIN STREET

CHAIN LINK FENCE

CHAIN LINK FENCE

(AS PER EXISTING PLANS)

WATER

EDGE

OF

ASPH

ALT

EDGE OF ASPHALT

973'

RETAINING WALL

HELIUM TANKS

972'

971'

970'

967'

969'

968'

968'

974'

969'

970'

971'

972'973'

974'

975'

976'

977'

978'

979'

980'981'

982'

968'

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15134.1

L1.22 4

SCALE: 1/16" = 1'-0"L1.2

1 SITE PLAN

2015MAGNETIC NORTH

R50'-0"

966.9'EXIST. GRADE

968'EXIST. GRADE

966'

967'

968'

R10

8'-8

1/2

"

L1.11

EXISTING GRADENEW GRADE

LEGEND:

REFER TO PRAXAIR DETAILSFOR EQUIPMENT FOUNDATION& BOLLARD DETAILS

*NOTE: FROST DEPTH PERLOCAL CODE IS 42"

ADDITION PROJECT

REFER TO DRAWING209-03 DRAINAGESTRUCTURE INLETPROTECTION DETAILS

REFER TO DRAWING 109-01FOR SILT FENCE DETAILS

*NOTE: TOPSOIL & SEED ANDPROVIDE BIODEGRADABLEEROSION CONTROL MAT WHENCOMPLETE

R9'-4 1/4"

6'-5 3/4"

END OF NEW CURB

63'-2 1/2"

157'-4 3/4"

32'-6 1/2"

Clayville Park │Proposed Schematic Farmer’s Market

Documents

Melinda Green_Resume_113016