Arturo D Lopez Professional Architectural Portfolio by Arturo Lopez

Arturo D. Lopez 88 Cohannet St. Apt 3 Taunton, Mass 02780 Prestijio@gmail.com 978-241-2233

Contents 4

Cover Letter

Resume

Professional 06

Historic Renovation

Retail

Mixed Use

Water Treatment Facility

Single Family Residence

Skills 18

Academic Excerpt

Sketching, Models & Hand Renderings

Revit & Photoshop Rendering

Ceiling Installation

Arturo Lopez 88 Cohanett St, 3rd floor Taunton Ma 02780 Prestijio@gmail.com (978) 241-2233

Kristine, After spending some time looking at the website of Durkee, Brown, Viveiros & Werenfels Architects I am convinced that there is no place better for me to grow. I am fascinated by the diversity of projects that the firm engages in, the competency of the staff, the work environment that is portrayed, and the quality of design that is produced by the firm. I think I can contribute to the excellence that is your firm. I have a bachelorâ&#x20AC;&#x2122;s degree in interior design, and I am entering the thesis stage of my graduate degree in architecture, at The Boston Architectural College. I am currently employed by a small architecture firm specializing in corporate commercial and residential architecture.

At my current employment I am responsible for all revit modeling and production of construction documents. I have been working in revit for 6 years, both in the production of construction documents and the production of presentation drawings. At my current office I manage all revit related aspects including; the writing of revit standards, creation of libraries, the management of work-sharing and the production of presentation drawings. I am able to produce high quality models and construction documents efficiently and effectively. My professional experience includes production of construction documents and construction of a variety of project types. I am experienced as a licensed general contractor, and providing plan review services as a consultant for municipalities in California. Currently, I am involved in the production of design documents for a school, cold storage facility, and, a church, but, most of my recent experience has been in commercial fit outs and residential applications. Thank you very much for your time and attention. I look forward to speaking with someone from your firm about this matter soon; you may contact me at the above email or at (978) 241-2233. Sincerely,

Arturo Lopez

ARTURO LOPEZ 88 COHANETT ST, TAUNTON MASS, 02780 978Ͳ241Ͳ2233 • PRESTIJIO@GMAIL.COM EDUCATION The Boston Architectural College September, 2009 – Present Candidate for Masters of Architecture – Expected Graduation Spring 2015 Westwood College of Technology August, 2002 – May 2006 Bachelors of Science in Interior Design COMPETENCIES Advanced knowledge in Revit 2013, AutoCAD 2010, Adobe Creative Suite Cs6 and Rhino 5. Able to prepare photo realistic renderings, color pencil rendering, sketches, and physical models. Able to prepare construction documents for retail, commercial, restaurant, and residential projects Able to manage a project from conception to completion. PROFESSIONAL EXPERIENCE Janez Design Framingham, Mass Aug 2012 – Present BIM Manager/Drafter Responsible for the qualitative outcome of construction documents. Develop construction details for envelope and components of masonry, metal, and wood framed buildings. Prepare conceptual & realistic presentation drawings using Revit and adobe software for clients. Review and respond to submittals during construction administration. Provide direction and assistance to staff on accurate and efficient methods to build Revit models. Developed office Revit standards, family library, construction detail library, and component library. Effectively manage Revit workͲsharing between team members, and successfully coordinate project files. Conduct field measurements and document existing conditions. El Mariachi Mexican Restaurant Taunton, Mass June 2010 – Aug 2012 Server/Bartender Provide excellent customer service, a fun dining experience, and, promote food and alcohol sales. Prestijio Builders Rowland Heights, CA May 2006 – Nov 2009 Designer/Licensed Contractor Design and develop construction documents for one and two family dwellings. Coordinate municipal procedures for design review boards, construction permits, and construction meetings. Assist clients in determining practical extent of construction based on cost, time frame, and other constraints. Coordinate consultants during drawing phase and subcontractors during construction phase. Provide solutions to problems that arise while engaged in the process of design or construction. Melad & Associates Consulting Engineers Huntington Beach, CA Feb 2003 – May 2006 Building Inspector Provide architectural plan review of residential and commercial projects as a consultant for municipalities. Observe and approve progression of construction in residential and commercial construction. Assist and educate the public on the risk of engaging in a construction project while inexperienced. References: Steve Greenberg (Remax Oak Realty) ͲAshland (508) 641Ͳ1222 Pedro Munoz (PRM Engineering) – (978) 387Ͳ8373

HIstoric Residence

EXIST. (NEW) ROOF TO REMAIN, ALL NEW PENETRATIONS TO BE FLASHED TO MAINTAIN EXIST. WARRANTY. PROVIDE NEW HALF ROUND WHITE ALUM GUTTERS AT ALL EAVES, TYP. SEE DETAIL 3/A801

ATTIC 213' - 7 1/2" EXISTING STONE HEADER AND SILL, TYP. SEE NOTES FROM NORTH ELEVATION

LEAD STEP FLASHING LET INTO BRICK, TYP.

PROVIDE NEW WHITE ALUM DOWNSPOUTS WITH MASONRY ANCHORS SET INTO BRICK IN SEALANT. PROVIDE ANCHORS @ 4'-0" O.C. MAX OR AS RECOMMENDED BY MFR

SECOND FLOOR 204' - 11 1/2"

W1 E211

EXISTING BRICK TO BE PAINTED, TYP. REFER TO SPECS FOR COLOR SCHEDULE, PREPARATION AND APPLICATION REQ.

E111

FIRST FLOOR 195' - 5 1/2"

RIM AT N BASES, AME RIME & PAINT

GRANITE STEPS TO REMAIN

SEE WEST ELEVATION FOR NOTES ON FRONT PORCH.

EXPOSED FOUNDATION TO REMAIN UNFINISHED

Facade Elevation

HALL 312

BATH

HALL

121

125

BEDROOM #3 128

6' - 9"

ATTIC 213' - 7 1/2"

SECOND FLOOR 204' - 11 1/2"

KITCHEN FOYER 111

114

DINING

POWDER

113

116

FIRST FLOOR 195' - 5 1/2"

BASEMENT 001

EXISTING BASEMENT 187' - 9 1/4"

Building Section 6

EXIST. ROOF TO REMAIN BELOW

Project Abstract: The scope of this project was to restore the historical character of the house and convert it from a three family residence to a two family residence. My role in this project was to document the existing conditions and draft construction documents. This project had a heavy concetration on envelope detailing, the existing masonry walls were deteriorating, because the historic nature of the residence.

36" MIN HEIGHT GUARDRAIL

8 NEW ROOF SHINGLES BELOW

BEDROOM #3 128

EXTERIOR DECK

128B

317

LIN. CAB 36"H 11

7' - 3" CLEAR

128A

BATH

A402

127A

127

5 A401

DN 1R 3

6 A401

BATH

BEDROOM #2

126

A501

227

UP LOCATION OF EXISTING STUD WALL TO REMAIN

BEDROOM #2

CLOSET

224

227

226

126B

LIN.

CLOSET

125

125B 2' - 6 1/2"

224B 2' - 4"

1' - 10"

126A

HALL

225 LIN CAB

224A 2

4' - 0"

226 WP AT F.O. STUD

W/D

1' - 10" 1' - 9" 3 221B

HALL

221A

125A

124

ALIGN

4" DRYER VENT

123

225

122A

122B

1 4' - 0" 4' - 9"

4' - 3"

LOCATION OF EXISTING STUD WALL TO REMAIN

1 ALIGN

MASTER BEDROOM

HEAD

LINE OF STRUCTURE ABOVE.

122

TILED BENCH

ALIGN

BEDROOM #1 221

PROVIDE FIRESTOPPING BTWN. FLOORS

5 123

EXTERIOR SHEATHING PANELS, NEW

BATH

NEW SHINGLES

3 A401

121

EXIST. SHEATHING TO REMAIN EXIST. STUD CAVITY, FILL WITH NEW UNFACED FIBERGLASS BATT INSULATION

PLAN

A501

1/2" PLYWOOD, 8D NAILS, 12" O.C. 2 PER.

EXIST. ROOF TO REMAIN BELOW

6 MIL VAPOR RETARDER 1" RIGID INSULATION, CONTINUOUS ONE LAYER GYPSUM WALL BOARD

Second Floor Plan

TYVEK, AS NEEDED

BASE

LINE OF FLOOR. FILL IN EXIST. OPENING

PROVIDE FIRESTOPPING BTWN. FLOORS

NEW DECKING & RAILING SYSTEM 4 1 A802 A401

Wall Type 2' - 0"

ISLAND 3

A501

A402

DN EXISTING BULKHEAD

128

7' - 6 1/4"

BEDROOM #3

SIDE PORCH TO BE RECONSTRUCTED PER SHEET 5/A802

PORCH

KITCHEN

115

114

1 A401

EXISTING FLOOR TO FLOOR HEIGHT

NEW ROOF ASSEMBLY PER 5/A802

3 A801

ROOF FLASHING

REF.

EXIST. STEP

E114

6 118

213B

116

N EXIST. NING

A402

A501

116

213C POWDER 214

DINING

113

KITCHEN

213A

A402

5' - 10"

Sim

A201

PLUMBING CHASE

POWDER

213 5 A802

114B

113B

2 A401

4 3

SEE SHEET A201 FOR DESCRIPTION OF NEW GUTTERS, TYP.

KITCHEN 114

8' - 9"

NEW DECK RAIL, PROFILE TO BE SELECTED BY HOMEOWNER

C.O.

30' - 1 1/4"

* NEW 5" EXPOSURE CEDAR SHINGLES * CEDAR BREATHER UNDERLAYMENT * AIR BARRIER * VERIFY CONDITION OF EXISTING SHEATHING WITH OWNER REPLACEPORCH 115 AS REQUIRED * EXISTING 2x4 STUD WALL * NEW 2x4 STUDS AS NEDEED TO ACCOMODATE SPACING @ 16" O.C. * FILL EXISTING WALL CAVITY w/ FIBERGLASS INSULATION. (R15) * 1" CONTINOUS RIGID INSULATION * 6 MIL VAPOR BARRIER * 1/2" LAYER OF GYPSUM BOARD

EXISTING FLOOR TO FLOOR HEIGHT

NEW COLUMNS TO BE SELECTED BY OWNER

2' - 6"

REF. TYPICAL EXT. WALL @ REAR ADDITION

4' - 0"

5' - 6"

C.O. 4 1/2"

2' - 6"

2' - 11"

C.O.

CLEAR

213D

113A

EXIST.

C.O.

HORIZONTAL CHIMNEY FOR NEW GAS FIREPLACE

ALIGN

2 15

CASED OPENING

EQ 8

A402

LIVING

212

112

FOYER LOCATION OF EXISTING BEARING WALL TO REMAIN

LOCATION OF EXISTING BEARING WALL TO REMAIN

111

211

E211

C.O.

4' - 0"

10 1/2"

C.O.

10 1/2"

DECKING TO BE REPLACED PER SHEET 5/A802

4' - 0"

FOYER

E111

SEE STRUCTURAL FOR NEW FOOTING DETAILS.

EXISTING ENTRY PORCH

1 A501

EXISTING PORCH TO BE REPAINTED. SEE EXTERIOR ELEVATIONS. SIDE RAILING TO BE REMOVED. DN

FIBERGLASS BATT W/ KRAFT-FACE UP (R30) INSULATION TIGHT TO SUBFLOOR. INSTALL W/ SPRING CLIPS, TYPICAL ENTIRE CEILING OF BASEMENT

EXISTING STONE STEPS TO REMAIN EXISTING FOUNDATION TO REMAIN

Wall section

First Floor Plan

A201

EXISTING RAILING

CENTER WALL ON LINE OF EXISTING POSTS

Retail Project Abstract - The scope of this project was to convert an existing Star Market into a large retail Store. My involvement in this project went from documentation of existing conditions and continued into construction administration. I was primarily responsible for the qualitative outcome of construction documents and review of construction submitals during CA. The greater focus of this project was on the restoration of existing cmu walls and brick veneer, in several locations the veneer was pulling apart from the cmu. We provided an extensive set of details and sections to repair the structure but, in the end the challenges proved to be to great and the entire brick and masonry facade was reconstructed from scratch.

7".

TOP OF BLOCKING EL = 156.61' TOP OF EXIST. STL EL = 146.61'

TOP OF EXIST. STL EL = 146.61'

6 A602

EXIST.W16x31 STL BEAM (SEE STRUCTURAL DRAWINGS)

DASHED LINE INDICATES FACE OF BRICK BEYOND SIGN PANEL

10"

1' - 0"

5 A602 TOP OF BLOCKING EL = 147.19'

EXIST. W16x31 STL BEAM

TYP. EXT. WALL CONST. @ RECESS. ACCENT STUCCO PANELS STUCCO SIGN PANEL BEYOND

* * * * * * * * * *

STUCCO FINISH 1/2" CEMENT BOARD AIR/MOISTURE BARRIER 1/2" GYP SHEATHING 1 1/2" GALV. MTL FURRING @ 16" O.C. EXIST. (OR NEW) 8" CMU BLOCK 2 1/2" GALV Z- FURRING @ 24" O.C. 2 1/2" RIGID XPS INSULATION 6 MIL POLY VAPOR RETARDER 5/8" GWB, PTD

STUCCO SIGN PANELS BEYOND

PRE-FINISHED ALUMINUM CANOPY

7 A602

20' - 9"

21' - 7"

20' - 9" +/- V.I.F.

1' - 0"

8 A602 1' - 0" PRE-FINISHED ALUMINUM CANOPY

STRUCTURAL KICKER TO CEILING. SEE STRUCTURAL DRAWINGS

STRUCTURAL KICKER TO CEILING. SEE STRUCTURAL DRAWINGS TYP. EXT. WALL CONST. @ BRICK PIERS * 4" BRICK VENEER W/ VENEER ANCHORS @ 24" O.C VERT & HORIZ. * AIR SPACE M.E. * SPRAY APPLIED WATER PROOF AIR BARRIER * EXIST. 8" CMU * 2 1/2" GALV Z- FURRING @ 24" O.C. * 2 1/2" RIGID XPS INSULATION * 6 MIL POLY VAPOR RETARDER * 5/8" GWB, PTD

10' - 0"

ALUM STOREFRONT 10' - 0"

21' - 4"

1' - 0 7/16"

TOP OF EXIST. STL EL = V.I.F.

1' - 0 7/16"

W16 X 57 STEEL BEAM (SEE STRUCTURAL DRAWINGS)

BRICK VENEER BEYOND

THRU. WALL FLASHING W/ WEEPS @ 24" O.C. EXIST. CONC SLAB

EXIST. CONC SLAB

TOP OF EXIST. SLAB EL = 125.86'

EXIST. CONC FDN

Typical Wall Section

EDGE OF PARAPET SUPPORT BEHIND PARAPET

ROOF SURFACE BEHIND PARAPET TOP OF WOOD BLOCKING

3.4

3.6

4.1

4.5

1' - 0"

2.8

TOP OF PRE FINISHED ALUM FLASHING NEW 4" BRICK VENEER, TYP. CEMENT BOARD STUCCO FINISH #2, TYP.

CEMENT BOARD STUCCO FINISH #1, TYP

C E

11' - 4 5/8"

27' - 0"

26' - 0"

EQUAL EQ

26' - 3"

EQUAL .

D E101A

E102

A E104

C.J. C.J.

CENTER CANOPY HANGER RODS ON PIERS & MULLIONS, TYP.

C.J. 2

A602

A601

E103

C.J. PRE FINISHED ALUM SILL FLASHING AT STOREFRONT

C.J.

PRE FINISHED ALUM BREAK METAL TO MATCH STORE FRONT FRAMING

A601

Facade Elevation

2.6

3.4

4.5

161'-0" EXIST. V.I.F. 29' -7" EXIST. V.I.F.

6" V.I.F.

5' - 8"

35' - 9" EXIST. V.I.F.

25'-9" EXIST. V.I.F.

114

STOR 3

114

HATCHED AREA INDICATES EXISTING MEZZANINE ABOVE

BREAK ROOM CORRIDOR

113

109 UP

WOMEN 110

STAIR

5' - 8"

M.O.

CORRIDOR 117

CENTER ON EXIST BOTTOM STEP NOSING

116 1

5' - 8"

MEZZANINE ABOVE E106

2547 SF ALIGN FACE OF WALL WITH MEZZANINE SOFFIT ABOVE

DN 2 2

CENTER WALLS ON EXISTING MEZZANINE SUPPORT COLUMNS. FACE OF WALL TO BE PROUD OF EXISTING MEZZANINE FLOOR, TYP.

4' - 0"

25' - 4"

6 A301

SKATE FITTING

106

EDGE OF FLOORING TRANSITION

10' - 0" HI DISPLAY WALLS WITH SLATWALL ON ALL FACES. CONFIRM LOCATION IN PLAN WITH TENANT

30' - 0" EXIST. V.I.F.

119

1' - 3"

4' - 11 1/4"

APPROXIMATE LOCATION OF FUTURE JANITOR'S SINK

DASHED LINE INDICATES THE EXTENT OF SLAT WALL INSTALLATION. REVIEW WITH TENANT REPRESENTATIVE FOR INSTALLATION OF BLOCKING AND SLAT WALL

9' - 0"

107

85'-0" EXIST. V.I.F.

19' - 6"

COMLAX

3' - 6"

37' - 4 7/16" EXIST. V.I.F.

B.2

118

117A

2' - 6"

PATCH TOP OF EXISTING CONC FOUNDATION w/ CONC

E109

STORAGE NEW GALV. METAL STEPS & PLATFORM

E110

B.1

CORRIDOR

116

ALIGN

PROVIDE 3 NEW INSULATED OVERHEAD DOOR W/ DOCK SEALS & CONT. BUMPER NEW CONC. SLAB INFILL TO MATCH EXIST. AT DEMOLISHED SLAB AREAS. SEE DEMOLITION PLAN

113A E108

115 115

113B

POSITION NEW STAIRWALLS SUCH THAT THE INSIDE FACE OF GYP.BD PASSED BY EXIST. MTL STAIR STRINGERS (SEE DTL ?/?) 4' - 8"

1 A301

E111

1C 111

APPROXIMATE LOCATION OF FUTURE TOILET WETWALL 10' - 0"

4' - 0"

34' - 0" EXIST. V.I.F.

4' - 0"

6" V.I.F.

112 1A 112

111

1C 110

3' - 4"

32' - 2 1/4" EXIST. V.I.F. E107

JAN

MEN

4B 3

21' - 4"

20'-0" EXIST. V.I.F.

36' - 8 3/4" EXIST. V.I.F.

UP E105

SALES FLOOR

STORAGE

30'-0" EXIST. V.I.F.

105

119

INFILL EXISTING LOADING DOCK DOOR WITH NEW CMU

25' - 10" EXIST. V.I.F. 5

69'-0" EXIST. V.I.F.

MECH 120

120

EXTEND PARTITION TO UNDERSIDE OF ROOF DECK A301 DASHED LINE INDICATES THE EXTENT OF SLAT WALL INSTALLATION. REVIEW WITH TENANT REPRESENTATIVE FOR INSTALLATION OF BLOCKING AND SLAT WALL

2.8

3.6

4.1

TENANT CASEWORK (N. I. C.) 10' - 9"

20' - 6"

6' - 8" EXIST.

2' - 0"

104 2

OFFICE

SHOP

104

103

NEW CONC SLAB INFILL TO MATCH EXISTING

121 2

3'-6" H x 4'-0" W GWB PASS OPENING w/WOOD TRANSACTION TOP EQ

103

8' - 0"

C.J

102

4' - 0"

8' - 0"

VESTIBULE 101

4 E102

E103

24' - 0"

3' - 4" M.O.

24' - 0"

3' - 4" M.O.

8' - 0"

C.J

12' .- 0"

6' - 4"

22' .- 0" 1' - 6"

E104 A

C 5' - 0"

M.O.

MECH 121

5' - 0" 17' - 0"

123

E101B

E101A C.J

TENANT #3

122

6' - 10"

11' - 0" 6' - 0"

CHECKOUT

TENANT #2

20' - 6" EXIST. V.I.F.

V.I.F.

4 35'-4" EXIST. V.I.F.

154' - 0" EXIST. V.I.F.

1' - 6"

M.O.

6' - 4" M.O.

8' - 0"

3' - 4"

8' - 0" 25' - 0"

3' - 4"

17' - 10" 21' - 2"

3' - 4" 8' - 0"

M.O.

17' - 10" 21' - 2"

8' -. 0"

M.O.

195'-0" EXIST. V.I.F.

Floor Plan 9

Mixed use Project Abstract - The Scope of this project was to convert an existing paper store into a mixed use occupancy. The new occupancy consited of a new jewlery store and daycare center. My role for this project was to produce construction documents, provide construction administration support, & produce presentation documents for the town. A challenging aspect of this project was the reconstruction of the entrace stairway, it had to comply with modern ADA standards and the town did no allow for an overhead structure. The solution to the entrance challenge was to install an electric wheel chair lift, unfortunately, it had to be exposed to the elements.

AREA OF WORK AT ABBOTT STREET ENTRANCE EXISTING STOREFRONT GLAZING AND FRAME TO BE REPLACED. EXTENT OF REPLACEMENT SHOWN AS SHADED

ROOF PLAN 25' - 0"

EXISTING BRICK FACADE TO BE PAINTED WHITE (EXISTING COLOR)

EXISTING WINDOWS TO REMAIN

ALEX AND ANI 13' - 5"

EXISTING PLANTER SHOWN NEW BUILT-IN PLANTERS ON EACH SIDE OF STAIR

NEW CAST IN-PLACE EXTERIOR STAIR WITH SLATE TREAD. STAINLESS STEEL RAILING WITH GLASS PANELS

NEW LIMITED USE, LIMITED ACCESS CHAIR LIFT ALUMINUM FRAME AND GLASS PANEL.

Elevation

EQUAL

REET TT S T ABBO

EQUAL

SIDEWALK

ROOF PLAN 25' - 0"

14 CRS.

NEW SIDEWALK PLANTERS

SIDEWALK ENTRY

EXISTING BRICK FACADE TO BE PAINTED WHITE (EXISTING COLOR) UP

NEW 6' X 6' STOREFRONT GLAZING WITH CLEAR ANODIZED FRAME. HEAD AND SILL TO ALIGN WITH WINDOWS ON ABBOTT STREET FACADE

6' - 0"

27 COURSES OF BRICK

3' - 2" +/-

NE RTY LI PROPE

EXISTING RAISED PLANTER

NEW SIGNAGE UNDER SEPARATE APPLICATION

ALEX AND ANI 13' - 5"

LIMITED USE/ LIMITED ACCESS CHAIR LIFT

DN TOP LANDING AT BUILDING ENTRY

EXISTING SIGNAGE

ADJACENT TENANT

LANDING AT KIDVILLE GRADE LEVEL BELOW

1 1/2"

2" Ø POST 5 X 5 BASE PLATE @ FLOOR 1 1/2" WOOD HANDRAIL

PRIME AND PAINT EXISTING CONC. WHITE

ALEX & ANI TENANT SPACE

3 A800

KIDVILLE LVL 1' - 6"

Facade Elevation

Enlarged Plan

24' - 0" 7' - 4" THRESHOLD AT SIDEWALK

8' - 7" T.O. PLANTER EXISTING EXTERIOR PLASTER TO REMIAN

A301 A1

5 A800

7' - 0" T.O. SIDEWALK

Sim 1 A101

27" x 72" CASE

3 NEW P.LAM. SILLS AT ALL WINDOWS TYP. SEE DETAIL X/XXX.

10' - 6" T.O. NEW CONC. LANDING

A800

27" x 72" CASE

EXISTING STOREFRONT TO REMAIN

27" x 72" CASE

EXISTING STOREFRONT TO REMAIN

CASH WRAP

100 12' - 0" T.O. SUBFLOOR

101

SE 72" CA

24" D NESTING TABLES

VING SHEL

A301

A800

Sim

RETAIL 100

A800

104

101A

106

OFFICE STAIR #1

103

J.C. 105

EXISTING CONCRETE COLUMNS TO REMAIN

107 107

108A

1 A800

WOMEN

MEN

FLOATING SHELVES

10' - 6" T.O. SUBFLOOR

STORAGE

4 A800

SE 72" CA

102

DISPLAY WALL 103

24" D NESTING TABLES

27" x

BREAK ROOM

UP 3R

4' - 9" M.O.

5 A800

4' - 7" M.O.

27" x

10' - 2" CLEAR

RETAIL 102

4" SHAFT LINER

106 101B

108

2 A101

108B EXISTING EXTERIOR DOOR FROM LOWER LEVEL SHOWN

Floor Plan 11

Water Treatment Facility Sim 7 A501

1' - 0"

7 A501

TYP. ROOF CONST. * BALLAST. M.E * BALLASTED EPDM MEMBRANE * 3" RIGID INSUL * LIGHT WGT CONC. FILL, SLOPED TO DRAIN * 12" PRECAST. CONC.PLANK (SEE STRUCT. DWGS) * 3" CLOSED CELL SPRAYFOAM INSULATION. * INTUMINESCENT COATING

3' - 4"

REINF. CMU HEADER (SEE STRUCT. DWGS) Sim 1 A801

TYP. EXT. WALL CONST * 8" REINF. SPLITFACED CMU (SEE STRUCT. DWGS) * DRYBLOCK COATING INSIDE FACE OF CMU * 3 5/8" MTL STUDS @ 16" O.C * FULL CAVITY CLOSED CELL SPRAY FOAM INSUL. * 5/8" GYP. BD, PTD.

ACOUSTIC CEILING TILE 6" TO FACE OF STUD

4' - 0"

GWB, PTD W1

NEW ALUM. AWNING WINDOW T.M.E P-LAM SILL W/ WOOD EDGE TYP. SLAB -ON-GRADE CONST. * FLOOR FINISH (SEE FINISH SCH * 4" CONC. SLAB (SEE STRUCT D * VAPOR BARRIER * 2" SAND BED * 6" COMP. GRAVEL BASE

NEW PRECAST CONC. SILL T.M.E 2' - 8"

Sim

BOT OF PLANK - 8" EL = 10' 253.16

STEEL ANGLE

3' - 4"

10' - 8" TO MATCH EXISTING

6 A501

TOP OF PLANK - 8" EL = 11' 254.16

TOP OF SLAB M.E 0" EL = 242.56 BIT. DAMP PROOFING 10" CONC. FDN WALL (SEE STRUCT. DWGS) 6 A501

2" XPS RIGID INSUL. CONT. CONC. FTG W 2X4 KEYWAY (SEE STRUCT. DWGS)

Typical Wall Sections EXISTING BUILDING BEYOND

EXISTING ROOF PLANK

NEW ROOF PLANK TOP OF PLANK - 8" EL = 11' 254.16

CONTROL JOINT

4 A301

Sim

BOT OF PLANK - 8" EL = 10' 253.16 BOND BEAM AT OPENINGS ALUMINUM CASEMENT WINDOWS TO MATCH EXISTING

PATCH CMU AT LET-IN LINTEL TO MATCH EXIST

PRECAST SILL SPLIT FACE CMU T.M.E

TOP OF SLAB M.E 0" EL = 242.56

EXISTING BLDG

NEW ADDITION

Facade Elevation 12

A.9

Project Abstract - The scope of this project was to provide a new office additon to an existing water treatment facility. During the life of this project several challenges presented themselves. First, we the architect, were the consultant for the project, an engineering firm was hired to provide the larger scope and we worked for them. This presented challenges because we were looked at to provide information that was out or our scope, regularly, and had no answer. Another major challenge was, the occupancy group, This building is an H occupancy, and prohibits the addtion of office space attached to its buildings.

EXISTING BUILDING

NEW ADDITION 3 6' - 0"

5' - 8"

REMOVE WINDOW & INFILL OPENING W/ CMU T.M.E.

A501

4' - 0"

4 A101

104

CORRIDOR

102

21' - 4" 6' - 8"

OFFICE 2' - 10".

103

1 A501

2 A100

8' - 0".

101B

M.O.

CARPET 2' - 8"

QUARRY TILE

6' - 0"

PROVIDE 5 TIER MELAMINE SHELVING W/ ADJUSTABLE STANDARDS & BRACKETS

M.O.

104

2' - 8"

4' - 6"

A.10

4' - 0"

STORAGE

3' - 0"

REMOVE EXIST DOOR & FRAME. PATCH JAMB TO PROVIDE FINISHED APPEARANCE

A501 5' - 4"

VESTIBULE 101

101A

1 A801 EXT. ALUM. GLAZED DOOR WITH SIDELITE

4 A501

8' X 8' CONCRETE LANDNG PAD

5' - 4" M.O.

4' - 0"

2' - 8"

4' - 0"

M.O.

CANOPY ABOVE

2' - 8"

4' - 0"

M.O.

2' - 8"

4' - 0"

M.O.

29' - 4"

5 A501

Enlarged Floor Plan @ New Addtion

64' TRAVEL DISTANCE UP

54' TRAVEL DISTANCE

A.9 UP

LAT FILES

A.10 71' TRAVEL DISTANCE WH

1 A101

OFFICE 103

Water Treatment Facility 13

Single Family Residence The scope of this project was to design a new single family residence. My involvement consisted or producing construction documents and providing the client with drawings they could easily understand. The greatest challenge of this projcect was to make sure that we were exceptionally clear in representing our design intent, the client struggled with picturing our ideas, and it was my responsibility to produce documents that they could understand. The images represent two design options of several that were provided to the client for approval.

Design Options

Second Floor Plan

First Floor Plan 15

Skills The Following pages were part of academic studies at The Boston Architectural College. All drawings and diagrams were produced using Revit, Photoshop, and, Indesign.

Planning, Programming & Diagraming The project is about creating the framework that will encourage waterfront development at The Neoponset River in Quincy.

Aerial Master Plan 16

Master Plan 17

major moves

Red Line a

Wayfinding

Section 18

View a

View b These images reflect the ideas that create awareness of the waters edge and new development. The drawings illustrate how the landscape directs views and access to the water. It also shows the redline T stop in a new centralized location with direct views and access to the Water.

b a

Transition Park

Transition park - Is a reflection on what the Neoponset River represented on while travel to and from Boston and Quincy, a transition. Here it serves the same purpose, it lets the person know they have arrived to the waters edge.

Section b 20

View a

Section a

a a

Section a

c c

Section c

The Waters Edge Connection to Boston - Hardening the waters edge is the single most defining factor of the proposal. It captures the idea of Bostons edge condition to the south and provides connections into boston through the waterfront access roads and across the river. The waters edge now defines the character of Quincy and creates a solid connection to Boston.

Section b

Section d

Section e 23

Sketching, Models, & Hand Renderings

a c

24 4

Section a

Section b

Section c 25 5

Rendering

Ceiling Installation

Installation Location

Concept Sketches 28

Force Fitted framework

Progress Installation

Final Installation 29