Darian G. Mason darian.mason@gmail.com
architectural designer
202.957.5026 www.issuu.com/darianmason/
EXPERIENCE SUMMARY
EDUCATION
Eight years of experience in architecture; working on a range of projects including cultural, retail, commercial, government, medical, and residential architecture. Graduated from Boston Architectural College with a M. Arch degree while working full time in design offices around Boston. Currently work for a small firm in San Francisco that designs private residences in Hawaii and California. My roles and responsibilities have included meeting with clients and contractors, drafting and design, code research, construction documents and administration, and final walk-through and punch-lists.
Boston Architectural College Master of Architecture 2013 Cincinnati Christian University B.A. Urban and Intercutural Studies 2006
WORK HISTORY ZAK Architecture - Job Captain/ Designer San Francisco, Ca Industry: High End Residential Responsibilities : developing and managing residential projects from schematic through construction. Meeting and coordinating with owners, consultants, building officials, planning boards, and contractors.
Aug. 2013 - Present
Bergmeyer Associates, Inc. - Job Captain Boston, Ma Industry: Commercial/ Retail Responsibilities: designed, developed, and managed retail retrofits for a national bank chain. Field measurements, drafting, punch lists.
Feb. 2013 - July 2013
Watermark, Inc. - Job Captain Lowell, Ma Industry: Government, Commercial, Residential, Education Responsibilities: Field measurements, drafting, coordinated consultant drawings, construction administration, LEED documentation, punch-lists.
Dec. 2010 - Feb. 2013
Cambridge Seven Assoc. - Intern Industry: Government, Cultural, Transportation Responsibilities: Drafting support for multiple projects
Cambridge, Ma
Mar. 2009 - Dec. 2009
Safdie Architects - Project Support Somerville, Ma Industry: Government, Cultural, Leisure Responsibilities: Drafting support for multiple projects, model making.
Sept. 2008 - Jan. 2009
VOLUNTEER Habitat for Humanity - San Francisco, Ca Home renovations in low income neighborhoods and building construction of new affordable housing.
March 2016 - Present
ADDITIONAL DESIGN PROJECTS Field’s Corner Library - Boston, Ma Designed a mixed-use feasibility study with a team for residential units over a public library in consultation with a developer. Hale Reservation - Westwood, Ma Designed a sustainable education facility for a community gardening group. Met with user groups to gather information and build consensus. Presented community with schematic designs for their use to raise support.
Sept 2010 - May 2011
STUDY ABROAD
PROGRAMS AND SKILLS
Haikou, People’s Republic of China
July 2005 - Jan 2006
Tokyo/ Nagano, Japan
June 2004 - July 2004
Oct. 2009 - July 2010
AutoCAD Rhinoceros SketchUp Revit ArchiCAD Adobe Design Suite Hand drawing Model making
Darian G. Mason darian.mason@gmail.com
architectural designer
202.957.5026 www.issuu.com/darianmason/
PROJECT LIST ZAK Architecture
Aug. 2013 - Present
Ground-up new construction except where stated as remodel. Construction costs ranging from $500,000 to >$10 million. Private Residence (New/Remodel) - Kona, Hawaii Private Residence - Kona, Hawaii 3 Private Residences - Kona, Hawaii Private Residence - St. Helena, CA Private Residence (Remodel) - Pebble Beach, CA Commercial Golf Resort Clubhouse - Kona, Hawaii Bergmeyer Associates Inc.
Feb. 2013 - July 2013
Initial Survey for In-line Retail Branch location: TD Bank - 585 Hudson NY $500,000 - $100,000 Retail Renovation projects TD Bank - Merrick NY TD Bank - Springfield MA TD Bank - Thornwood NY TD Bank - Newington NH TD Bank - Robinwood CT TD Bank - Roslyn Heights NY TD Bank - St Albans VT TD Bank - Suffern NY Watermark Environmental Inc. Dec. 2010 - Feb. 2013 Educational St John’s High School, Brother’s Residence - Shrewsbury, MA Interior Fit-Out 40 Church St - Lowell, MA 463 Merrimack St - Lowell MA Housing Lowell Housing Authority Hartwell Court Housing Complex - Lowell MA Flanagan Complex - Lowell MA Francis Gatehouse - Lowell MA Multi-family Housing Concord Crossing Townhouses - Lowell MA Safdie Archiects
Sept. 2008 - Jan. 2009
Construction administration Kauffman Center for Performing Arts - KS United States Institute of Peace - Washington DC Crystal Bridges - AK West Edge -KS Project Support United States Institute of Peace - Washington DC
Government VA Hospital Hanscom Mental Health Clinic - Bedford, MA Community Based Outpatient Clinic - New Bedford MA US Navy: Indoor Small Arm Range - Groton, CT LEED Gold, $9 Million Design Build Contract Municipal VOLPE and National Park Services Multimodal Transportation Pavilion - Lowell MA Commercial MiltonCAT Maintenance Facility - Milton, MA Enterprise Bank - Lowell MA
Darian G. Mason darian.mason@gmail.com
architectural designer
202.957.5026 www.issuu.com/darianmason/
WORK SAMPLES High End Residential Private residence in Kona, Hawaii designed by Shay Zak. My responsibilities included design development, construction documents, and construction administration. I coordinated with the engineering consultants and landscape architects to get the plans approved by the design review committee, planning board, and building officials. The residence was completed in 2015
GENERAL NOTES 1.
SITE WALLS LOCATED WITHIN SETBACKS ARE LIMITED TO A MAXIMUM HEIGHT OF 6'-0"
2.
THE FACE OF ANY MAKAI-FACING RETAINING WALL SHALL BE CONSTRUCTED OR VENEERED WITH A MATERIAL IDENTICAL TO SIMILAR IN APPEARANCE TO THE MATERIAL IN THE NO-CONSTRUCTION NATURAL AREA FRONTING THE TRANSITION AREA FROM THE MAKAI END OF THE LOT TO WHERE THE BUILDING ENVELOPE FOR THE LOT BEGINS. TIGHT-FIT CUT BLUE ROCK.
3.
ALL DOORS WITHIN POOL SAFETY AREA TO HAVE MOTION DETECTORS/ALARMS IN CONFORMANCE WITH THE 2006 IBC. WOOD GATE TO HAVE SELF-CLOSING HINGE/ SELF-LATCHING LOCK
1/A1.02
57'-3 27/32" 120'-9 19/32"
6
29'-4 27/32"
A1.02
LOT 25
FOUND 1/2" PIPE T.O.W. = 22.0' B.O.W. = 16.0' T.O.W. = 25.0' B.O.W. = 19.0'
+19.00'
T.O.W. = 24.0' B.O.W. = 18.0' FOUND 1/2" PIPE
PROPERTY LINE
G4
G5
+19.00'
WATER METER
ARCHEOLOGICAL BUFFER
BUILDING SETBACK
13'-6" T.O.W. = 19.0' B.O.W. = 15.5'
B.O.W. = 19.0'
T.O.W. = 24.0' B.O.W. = 18.0'
BEDROOM 4
BEDROOM 3
ACCESS EASEMENT BUILDING SETBACK
+19.00'
27'-0"
EXISTING ROCK WALL
27'-0"
2/A1.02
T.O.W. EL = 2O.1' B.O.W. EL = 17.9'
G7 +19.00'
T.O.W. EL = 20.1' B.O.W. EL = 18.8'
40'-0" A1.02
WAY
TBACK
RD SE
LINE
4
ENTRY LANAI
LANAI
W.L. = +19.00' AR YA
40'-0" RE
EASEMENT 16A ARCH PRESERVATION BUILDING SETBACK
PROPERTY
2/A1.02
GARAGE
F.F. +19.50' POOL
KOHANAIKI
T.O.W. = 19.0' B.O.W. = 15.5' T.O.W. = 18.5' B.O.W. = 15.5'
UTILITY EASEMENT
G8
G6
LANDSCAPE EASEMENT
T.O.W. = 19.5' B.O.W. = 15.5'
LNDRY. BEDROOM 2
CINDER TRAIL 23'-10 5/16"
G2
15'-0" SETBACK
13'-6"
+19.00'
T.O.W. = 23.0' B.O.W. = 17.0'
15'-0 1/8"
TRANSITION AREA
T.O.W. = 19.66' B.O.W. = 15.5'
T.O.W. = 25.0' B.O.W. = 19.0'
15'-1 27/32"
15'-8 5/32"
T.O.W. = 21.0' B.O.W. = 15.0'
15'-0" SETBACK
4'-0" HEIGHT POOL BARRIER SITE WALL
FORCED SEWER MAIN GAS CONNECTION
B.O.W. = 19.0'
DIN
G
+19.00' LAWN
SE
AC
K
BEDROOM 1
G1 T.O.W. EL = 22.0' B.O.W. EL = 18.0'
K
HOSE BIB DN
G3
DN G10
ELECTRICAL CONNECTION
CK
BUILDING SETBA
B.O.W. = 18.5'
FOUND 1/2" PIPE 15'-0" SETBACK
T.O.W. = 19.5' B.O.W. = 15.5'
OFFICE / BEDROOM 5
15'-0 1/32"
T.O.W. = 16.0' B.O.W. = 15.5'
T.O.W. EL = 25.0' B.O.W. EL = 19.0'
+19.00'
POOL VAULT ACCESS (G11)
R/O CONNECTION CONCRETE DRIVEWAY
TB
PROPERTY LINE
NATURAL AREA
IL
NTY SETBAC
40'-0" COU
T.O.W. = 19.5' B.O.W. = 15.5'
12'-0"
BU
TRANSFORMER
T.O.W. EL = 23.0' B.O.W. EL = 17.0'
T.O.W. = 22.5' B.O.W. = 16.5'
1/A1.02
5 A1.02
T.O.W. EL = 23.5' B.O.W. EL = 17.5'
COMM. MANHOLE
PROPERTY LINE
T.O.W. EL = 25.0' B.O.W. EL = 19.0'
4'-0" HEIGHT POOL BARRIER SITE WALL
HELCO MANHOLE
G9
B.O.W. = 18.5'
T.O.W. EL = 24.5' B.O.W. EL = 18.0'
TRANSFORMER
LOT 23 160'-11 5/8"
DA
11.
S
SC
1 SITE PLAN SCALE: 1/16" = 1'-0"
0
4
8
16
32
D
Darian G. Mason darian.mason@gmail.com
architectural designer
202.957.5026 www.issuu.com/darianmason/
High End Residential Private residence in St. Helena, CA designed by Shay Zak. My responsibilities include design development, construction documents, and construction administration. I coordinate with the engineering consultants and landscape architects to get the plans approved by the design review board and building officials. The residence was completed in 2015.
darian.mason@gmail.com
CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/DESIGNER.
C.
SEE SHEET A-602 FOR PARTITION TYPES.
D.
DOORS TO BE 4" TO CLEAR OPENING FROM NEAREST PERPENDICULAR PARTITION, U.O.N.
E.
CONTRACTORS SHALL FIELD VERIFY CONDITIONS AND DIMENSIONS THAT IMPACT WORK PRIOR TO START OF CONSTRUCTION
F.
COORDINATE BLOCKING REQUIREMENT AND LOCATIONS WITH ELEVATIONS AND DETAILS. BLOCKING TO BE FIRE TREATED.
G.
PATCH AND REPAIR AS REQUIRED AT TRANSITIONS BETWEEN NEW GWB AND EXISTING.
H.
REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION.
I.
REPLACE ALL EXISTING MECH GRILLES W/ NEW OR REFINISH TO MATCH ADJACENT FINISH COLOR.
J.
K.
CONSTRUCTION KEY NOTES
DIMENSIONS: 1. DIMENSIONS ARE TO FINISHED FACE OF WALL, U.O.N. 2. DRAWINGS ARE NOT TO BE SCALED. VERIFY ANY MISSING OR CONFLICTING WRITTEN DIMENSIONS WITH THE ARCHITECT/DESIGNER PRIOR TO CONSTRUCTION NOTIFY ARCHITECT OF CONDITIONS WHERE CLEAR OR CRITICAL DIMENSIONS ARE DESIGNATED BUT CANNOT BE MET OR WHERE CORRIDOR/ AISLE WIDTH CANNOT MEET THE MINIMUM REQUIREMENT (44" U.O.N.) MAINTAIN FINISH FLOOR BASE ELEVATION THROUGHOUT THE CONTRACT AREA SUCH THAT ALL DIMENSIONS INDICATED AS ABOVE FINISH FLOOR ARE AT THE SAME ELEVATION AISLE WIDTH TO BE 44" MINIMUM AT PARTITIONS AND SYSTEM FURNITURE. FURNITURE INSTALLER TO NOTIFY ARCHITECT IF LESS PRIOR TO CONSTRUCTION.
architectural designer L.
WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION.
M.
PROVIDE POWER & DATA WHERE NEEDED TO ACCOMMODATE RELOCATION OF EQUIPMENT.
N.
REMOVE EFFLORESCENCE FROM MASONRY USING AN EFFLORESCENCE REMOVER PRODUCT EXECUTED PER PRODUCT SPECIFICATIONS. DO NOT REMOVE EFFLORESCENCE WITH HIGH PRESSURE WASHER.
1
PROVIDE NEW FLOOR DOOR STOPS TO MATCH EXISTING
2
CLEAN EXTERIOR THRESHOLD TO MATCH EXISTING
3
REPLACE ALL NON STAINLESS STEEL SCREWS IN BASE HINGE PLATES. REPLACE BASE HINGE PLATES TO MATCH EXISTING.
4
NEW TD PUSH/PULLS
5 6
CONSTRUCTION PLAN LEGEND
16
REFINISH EXISTING CSR FURNITURE TO MATCH WALL PANELING FINISH. INSTALL LOCKS ON THE MAGTEK CABINET AND ON ALL LATERAL FILES THAT CONTAIN CONFIDENTIAL CUSTOMER INFORMATION. RESET DESKS FLUSH WITH WALLS AS REQUIRED
17
RESET CABINET HARDWARE
18
PL 3 AT TELLER. RESET TELLER NEW COUNTER TOP STEEL TO ACCOMMODATE FUTURE TCR ADDITIONS. RESEAL GRANITE MATERIAL TRANSITIONS TO BRICK WALL. REFER TO ENLARGED PLAN FOR MORE INFORMATION.
NEW FULL HEIGHT WALL
CLEAN AND REFINISH BASE HEAT TO MATCH EXISTING
19
ELECTROSTATICALLY PAINT TELLER STEEL
EXISTING DOOR TO REMAIN
NEW ATM ENVELOPE GLASS TOPS TO MATCH EXISTING
20
RESET SLIDING DOORS. RELAMINATE EXISTING BASE CABINET WORK. PROVIDE EB-1 PROTECTION AT COUNTER TOP.
7
NEW DOOR END CAPS TO MATCH EXISTING
21
RESEAL AND WAX EXISTING FLOOR
8
REFINISH REVEAL OF F-15 BLACK
22
REFINISH VAULT
REPLACE EDGE BAND WITH 3MM RUBBER EDGE. MATCH EXISTING BLACK LAMINATE FINISH NEW CORNER GUARD
P
P
EXISTING CONSTRUCTION
4
N.I.C.
4
9
REPAIR / REPLACE DRYWALL BELOW SLOT DIFFUSERS PRIOR TO PAINTING
23
10
HONE EXISTING MARBLE FLOORING
24
11
NEW PLANTER CAP WITH GLASS PRIVACY DIVIDER WITH TDESK-SAFETY-V-25K-MOD. VINYL FILM. REFER TO ENLARGED PLANS AND DETAILS FOR MORE INFORMATION.
25
NEW DRIVE THRU POWERWALL FINISHES. EXISTING POWERWALL TO REMAIN IN NEW CONSTRUCTION. REPOSITION POWERWALL TO CENTER ON DRIVE THRU WINDOW.
12
REFINISH PLANTERS TO MATCH WALL PANELING FINISH. PROVIDE NEW PLAM PLANTER CAP. REFER TO PAGE A-503 FOR DETAILS.
26
MODIFY CHECK DESK FOR ADA ACCESSIBILITY. REFER TO SHEET A-503.
27
NEW "T" DIVIDER STRIPS AND CONTINOUS "J" FRAME
13
PROVIDE NEW PLYWOOD PENNY DOOR TO REPLACE EXISTING GRENITE DOOR. BUFF GRENITE AT PENNY
28
REPLACE ENTRY DOOR HARDWARE SET TO MATCH EXISTING
14
NEW KIDS COUNTER STEP.
29
NEW VINYL MURAL TO MATCH EXISTING
15
REFINISH EXISTING WOOD PANELED WALLS AND DOORS TO MATCH EXISTING FINISH. PRIOR TO REFINISHING, REPAIR ANY CHIPS, GOUGES, OR DIVOTS.
30
EVALUATE FLUSH SENSORS
31
REPAIR CHIPS IN LAMINATE
202.957.5026 www.issuu.com/darianmason/
c Copyright 2012 Bergmeyer Associates, Inc.
Darian G. Mason
WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES AND REGULATIONS.
B.
15
WOOD PANELING TO BE REFINISHED TO MATCH EXISTING
10
Architecture and Interiors Bergmeyer Architectural P.C. 51 Sleeper Street Boston, MA 02210 Phone 617 542 1025 Fax 617 542 1026 www.bergmeyer.com
CONSTRUCTION PLAN NOTES A.
EXISTING MARBLE TO BE HONED
Commercial/ Retail Multiple TD Bank Branch Offices: 2013 COUPON BOOTH 110
Multiple renovations and retrofits of existing banks to update interiors to the new finishes and standards. Work included site investigations, applying the design standards to the existing conditions, drafting of permit drawings, and reviewing the punch list and completed work for the client. All work was completed using Revit.
112 24 114
LOUNGE
112a
112
MECH ROOM
27
11
13
A-501
8
A-501
VAULT
31
107
23
7 110
15
15
2
28 111
20
3
WOMEN'S RESTROOM 108
28
15 106
19
A-502
21 19
A-501
113
9
10
14
A-501
6
21
113
23
15
15
30
TELLER 111
25
108
CORRIDOR
19
MEN'S RESTROOM 30
106
DRIVE THRU TELLER
22
15
A-501
15
6 A-701
18
15
14
109
12 109
1 A-502
114
29
13
16
12
10
12
15
12 3
17
A-501
115
4
STORAGE
16
LOBBY
115
0 DGM 05/24/13 ISSUED FOR CONSTRUCTIO NO BY DATE DESCRIPTION
16
103 11
15
12
COONFERENCE ROOM
1 A-701
5
PLATFORM 104
TD - ROSLYN HEIGHTS
105
105
9 5/28/2013 11:15:13 AM C:\Users\dmason\Desktop\Local\13104_ROSLYN HEIGHTS_CENTRAL_dmason.rvt
26
5
1 1
2"
REPAIR UNDERSIDE OF DRIVE-THRU CANOPY, REPAINT
2
3
A-501
ATM VESTIBULE
6
VESTIBULE
102
102a
2
4
27
101a
JOB NO:
PROVIDE CONCRETE PAD TO RELOCATE TRASH TOTER
5
6
RESET CAN LIGHTING AT SOFFIT
7
A.
WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES AND REGULATIONS.
1
REPAIR METAL FASCIA AT DRIVE-THRU CANOPY
B.
CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/DESIGNER.
2
REPAIR UNDERSIDE OF DRIVE- THRU CANOPY. PAINT TO MATCH EXISTING COLOR.
C.
CONTRACTORS SHALL FIELD VERIFY CONDITIONS AND DIMENSIONS THAT IMPACT WORK PRIOR TO START OF CONSTRUCTION.
3
D.
DIMENSIONS: 1. DIMENSIONS ARE TO FINISHED FACE OF WALL, U.O.N. 2. DRAWINGS ARE NOT TO BE SCALED. VERIFY ANY MISSING OR CONFLICTING WRITTEN DIMENSIONS WITH THE ARCHITECT/DESIGNER PRIOR TO CONSTRUCTION. 3. NOTIFY ARCHITECT OF CONDITIONS WHERE CLEAR OR CRITICAL DIMENSIONS ARE DESIGNATED BUT CANNOT BE MET OR WHERE CORRIDOR/ AISLE WIDTH CANNOT MEET THE MINIMUM REQUIREMENT (44" U.O.N.). 4. MAINTAIN FINISH FLOOR BASE ELEVATION THROUGHOUT THE CONTRACT AREA SUCH THAT ALL DIMENSIONS INDICATED AS ABOVE FINISH FLOOR ARE AT THE SAME ELEVATION.
REMOVE MOLD/DEBRIS INSIDE LIGHTING FIXTURES AT DRIVE-THRU CANOPY
CLEAN SPLIT FACED CMU BLOCK.
2" 4"
6" X 6" X 1/4" ALUM. BASE PLATE WELD TO COLUMN, TYP
(3) 3/8" X 3 3/4" HILTI KWIK BOLT III W/ 2 1/2" EMBED MIN. @ EACH COLUMN
ENLARGED DETAIL - BASE PLATE 8 3" = 1'-0"
PROVIDE STANDARD COVER TO BOLLARDS. BOLLARD COVER MANUFACTURED BY INNOPLAST: BOLLARDGUARD 52" MODEL B53-35H-011-HDPE. COLOR TO BE SOLID BLACK WITH WHITE STRIPE.
5
REPAIR PNEUMATICS TUBE AT LAST DRIVE THRU LANE.
6
RESET CAN LIGHTING AT SOFFIT
7
REMOVE MOLD/ DEBRIS INSIDE LIGHTING FIXTURES AT DRIVE THRU CANOPY
8
CLEAN DIRTY/ AGED EXTERIOR SPLIT-FACED BRICK THROUGHOUT
9
REPAINT EXTERIOR LOUNGE DOOR
10
REPAINT LINTELS AT WINDOWS
11
CHANGE SPRINKLER 360 SPRAY HEADS TO 180 DEGREE HEADS.
12
REFINISH GOOSE NECK PIPE NEAR EXTERIOR DOOR
13
REPAINT CONCRETE BASES AT LIGHT POLES
14
RESEAL AT EXPANSION JOINTS
4" X 4" X .062 ALUM COLUMN 16 3"
PROVIDE CONCRETE PAD TO RELOCATE TRASH TOTER. CONCRETE SLAB TO BE 4,000 PSI AIR ENTRAINED CONCRETE (BROOM FINISHED TO MATCH ADJACENT PAD) WITH 6" X 6" X W2.9 X W2.9 WWF REINFORCEMENT OVER 12" COMPACTED GRAVEL BASE OVER COMPACTED SUB-GRADE. REFER TO ENLARGED PLAN FOR MORE INFORMATION. PROVIDE (5) NEW EMERALD GREEN ABORVITAE SHURBS AROUND THE ENCLOSURE
4
15
ALUM TOP CAP
c Copyright 2012 Bergmeyer Associates, Inc.
SITE PLAN NOTES
SITE PLAN GENERAL NOTES
REPAIR PNEUMATICS TUBE AT LAST DRIVE THRU LANE
PROJECT NORTH
TRUE NORTH
4" X 4" X 1/4" ALUM. COLUMN
REMOVE EXISTING PYLON SIGN FACE, REMOVE EXISTING FLUORESCENT LIGHTING AND REPLACE WITH NEW LED BULBS. REINSTALL EXISTING PYLON FACE. REMOVE / DISCONNECT LIGHTING FROM DIRECTIONAL SIGNAGE. REPLACE SIGNAGE FACE WITH REFLECTIVE PANEL DIRECTIONAL
2' - 4 1/4"
2" X 3" X 1/8" ENCLOSURE FRAME
2' - 4 1/4"
5' - 0"
(3) 1 1/2" X 1 1/2" X 1/4" X 3" ALUM. ANGLES, WITH (4) #10 X 1" TEK SCREWS
SITE PLAN NOTES
2" EXTRUDED ALUM. LOUVER
EXTENT OF NEW CONCRETE WORK
6" X 6" X 1/4" ALUM. PLATE WELDED TO COLUMN
1 AREA OF LANDSCAPE TO BE REFRESHED. REPLACE ALL DEAD PLANTINGS THROUGHOUT WITH NEW LIVE PLANTS TO MATCH EXISTING
2 4
6"
7 3/4"
(3) 3/8" X 3 3/4" HILTI KWIK BOLT III WITH 2 1/2" EMBED MIN. AT EACH POST
EXTRUDED ALUM. VENTED LOUVER WALL SYSTEM
2"
7
ENLARGED DETAIL - DOOR HINGE 1 1/2" = 1'-0"
6
SECTION - TRASH TOTER ENCLOSURE 1/2" = 1'-0"
5
7 4
POWDER COAT FINISH COLOR TO MATCH BRICK
3"
5' - 2"
EXISTING CONCRETE PAD
5' - 6"
5
7 4
6"
5' - 9"
5' - 0"
REPAINT EXTERIOR DOOR AND FRAME TO MATCH EXISTING COLOR
ALIGN
NEW CONCRETE PAD
16
ELEVATION - REAR TRASH TOTER ENCLOSURE 1/4" = 1'-0"
7 14 DIRECTIONAL
6 A-102
4' - 8"
4' - 8" 4"
8"
4"
9
2" EXTRUDED ALUM. LOUVER
5' - 0"
5' - 9"
LATCH
3' - 6"
3
NEW CONCRETE PAD
EXISTING BUILDING
13
6"
6"
5' - 9"
4" X 4" X .062" ALUM. COLUMN
5' - 0" 5' - 0"
4
8
2 A-102
2" X 3" X 1/8" ENCLOSURE FRAME
HENRY STREET
3' - 0"
3"
4"
1' - 6"
7 A-102
V.I.F.
ELEVATION - SIDE TRASH TOTER ENCLOSURE 1/4" = 1'-0"
0 DGM 03/25/13 ISSUED FOR CONSTRUCTION NO BY DATE DESCRIPTION
11 8 12
ELEVATION - SIDE TRASH TOTER ENCLOSURE 1/4" = 1'-0"
3
MERRICK
10 4 A-102 10
5' - 0" V.I.F. EXISTING WALL ASSEMBLY
EXISTING CONCRETE PAD
13
EXPANSION/ISOLATION JOINT
3/25/2013 4:43:24 PM
C:\Users\dmason\Desktop\Local\13012_MERRICK_CENTRAL_dmason.rvt
8 A-102
3' - 0"
EXISTING TOWN SIGN TO REMAIN
10
2260 MERRICK ROAD MERRICK, NY 11566
18" MIN. ALIGN
4' - 6"
SLOPE 1/4"
CONSTRUCTION PLAN - SITE
6
LOCATION OF TRASH BINS
13
15
EXPANSION/ ISOLATION JOINT
2" 4"
5' - 6"
4" 2"
A-102
V.I.F. - DESIGN INTENT IS TO MATCH SLOPE OF EXISTING EGRESS PAD
1' - 6"
5
2"
4"
4' - 0"
4" 2" WLI
REVIEWED BY:
V.I.F.
JOB NO:
13012.00
3 A-102
MERRICK ROAD 2
PLAN - TRASH TOTER ENCLOSURE 1/4" = 1'-0"
WI
1
13104.00
3
CONSTRUCTION PLAN 1/4" = 1'-0"
1
E.
2" X 3" ALUM. EXTRUDED LOUVER FRAME
7
REVIEWED BY:
3
NEW CONCRETE PAD
4" X 2" GATE HINGE, (3) PER DOOR #14 X 1" TEK SCREWS, (8) PER HINGE
2
A-501
101
4 7
4"
1/4" x 4" x 4" ALUM. COLUMN
111 MINEOLA AVENUE ROSLYN HEIGHTS, NY 11577
CONSTRUCTION PLAN
1 27
Architecture and Interiors Bergmeyer Architectural P.C. 51 Sleeper Street Boston, MA 02210 Phone 617 542 1025 Fax 617 542 1026 www.bergmeyer.com
REPAIR METAL FASCIA AT DRIVE-THRU CANOPY
16
101b
5
KEYNOTE PHOTO SUPPORT
1
16 7 A-701
102b
A-501
8
A-102
SITE PLAN 1/8" = 1'-0" TRUE NORTH
PROJECT NORTH
A-103
Darian G. Mason darian.mason@gmail.com
architectural designer
202.957.5026 www.issuu.com/darianmason/
VA Community Based Outpatient Clinic: 2013 This is a one story existing clinic that underwent renovation. As the main draftsman for this project, I assisted in development the plan, sections, elevations, and details with the guidance of the senior designer and project architect. The Veteran’s Affairs office presented us with a concept plan that was agreed upon by the client and user group. From this plan, the elevations and roof plan were developed through numerous reviews.
Darian G. Mason darian.mason@gmail.com
architectural designer
202.957.5026 www.issuu.com/darianmason/