Graduate School: Boston Architectural College Masters in Sustainable Design Thesis: Designed sustainable multi family prototype home in Miami. The design exploits natural ventilation, utilizes renewable energy through PV and Solar Thermal, considers water reclamation through a green roof and cistern, uses vegetation to reduce radiant heat gain, utilizes green interior materials for better Indoor air quality and is easily constructable.
Competition: Upgrading a South Beach Hotel to be LEED certified
Award: First Place Role: Compiled LEED credits for project; Developed Graphic Presentation of Proposed Design
Company: Robert Soldo Design
Role: Project Architect designing a parametric screen in an office space. Date of Project: 2015 CUT GROMMET TO ROUTE CABLING AS REQUIRED.
1801 Coral Way, Suite 300 Miami, FL 33145 t. 786-546-2995
HARMONY OF THE SEAS
PROVIDE BLOCKING/ LATERAL BRACING FOR MONITOR/RACK AND FOR SUPPORT AT CUT MEMBERS.
4
402
150 65
1 SCREEN - OVERALL VIEW SCALE: NTS
150
180 LATERAL BRACING FOR MOUNTING MONITOR AND RACK
OVERALL DEPTH OF MONITOR AND MOUNTING RACK IS 124 MM.
PROVIDE HOLLOW 'CHASE' ALIGNED WITH REAR OF MEMBER AND FINISHED TO MATCH MEMBER TO ROUTE CABLES
685
402
MOUNING BRACKET SPECS: MANUFACTURER: NEC MODEL: WMK-3257. CONTRACTOR TO PROVIDE NECESSARY BACK SUPPORT FOR TV MONITOR AS REQUIRED. PROVIDE VERTICAL HOLLOW MEMBERS FOR CABLE CHASES. SEE ELEVATIONS/DETAILS.
150
150
VERTICAL MEMBER SHOWN IS FOR REFERENCE AS TO OVERALL HEIGHT AND DEPTH. REFER TO SHEET 403 FOR INDIVIDUAL MEMBER PROFILES.
MT-02 TYP
66 TOTAL VERTICAL MEMBERS 61 FULL HEIGHT VERTICAL MEMBERS 34 UNIQUE PROFILES.
5
46
300
300
LOCATION OF TELEVISION MONITORS
135
402
SCALE: NTS
TV MONITOR SPECS: MANUFACTURER: NEC SIZE: 50" MODEL #: E505. DIMENSIONS: (MM) 1124 W x 648 H x 77 D.
WD-01 TYP
NOTES: ALL COMPONENTS OF WOOD SCREEN ARE WD-01 EXCEPT METAL REVEAL WHICH IS MT-02
6
15
180
2 PERSPECTIVE - TV MONITOR DETAIL
LATERAL BRACING AT BULKHEAD
370
60
2820
2820
40
30
2220
PROVIDE BLOCKING BETWEEN MEMBERS TO SUPPORT TV/TV BRACKET AND FOR GENERAL STIFFENING AT CUT MEMBERS
LOCATION OF TELEVISION MONITORS
REV.
PROVIDE BRACING TO BULKHEAD ALONG HEADER AT CLOSEST POINTS TO BULKHEAD. WD-01 TYP
DATE
DESCRIPTION
B
PROJECT TITLE & LOCATION
DECK 5 NEXT CRUISE
1315
30
150 150
135
10
MT-02 TYP
150
0
15
DRAWING TITLE
20
6 PLAN - TV MONITOR AT WOOD SCREEN SCALE: 1:10
150
3 PLAN DETAIL - SCREEN SCALE: 1:20
4 DETAIL - VERTICAL SCALE: 1:10 MEMBER
5 DETAIL - VERTICAL SCALE: 1:10 MEMBER - AT TV MONITOR
INTERIOR ELEVATION AND DETAILS D rwn
BY
C HKD BY
DOCUMENT FOR DESIGN INTENTION. NOT FOR CONSTRUCTION
VERSION NO.
SCALE
HULL #: A34
FIRE ZONE: 05
D ATE
0
D RAWING N O.
425.M-13.X.402 SHEET
OF
Company: Robert Soldo Design
Role: Project Architect designing contemporary interior and custom millworlk for Mexican restaurant. Date of Project: 2013
Company: Robert Soldo Design
Role: Project Architect designing contemporary interior and custom millworlk for Mexican restaurant. Date of Project: 2013
Company: BKSK
Role: worked in a 3 person team as Project Architect/Project Manager leading team develop construction documents for Renovation/addition of a 23,000 sf Home. Produced Presentation Documents to Landmarks Historical Committee. Location: Upper East Side, NY Dates of Project: 2007-2010
Before After
Company: BKSK
Role: worked in a 3 person team as Project Architect/Project Manager leading team develop construction documents for Renovation/addition of a 23,000 sf Home. Produced Presentation Documents to Landmarks Historical Committee. Location: Upper East Side, NY Dates of Project: 2007-2010 2" CONCRETE PAVERS 3" RIGID INSULATION
6" CAST STONE COPING
ROOF FRAMING: NEW 4 1/2" CONCRETE SLAB WITH METAL CORRUGATED & W10 BEAMS AS PER STRUCTURAL DRAWINGS.
4" BRICK WALL @ BOTH SIDES OF 6" CONCRETE BLOCK WALL. INTERIOR TIES @ 24" O.C.
(ROOF)
12" X 4" BLUESTONE LINTEL TO MATCH EXISTING BUILDING 6 - 8
EXISTING TO REMAIN.
W10 BEAMS TO SUPPORT THE NEW ROOF. SEE DRAWING S-107.
NOTE 1: WOOD DOUBLE HUNG WINDOW W/ DOUBLE INSULATED GLASS, LOW E GLASS (TYP.). SEE SCHEDULE FOR DETAILS.
ALIGN
ALIGN
SEE NOTE 2 M.O.
6'-3 1/2"
SEE NOTE 1
SEE NOTE 2 M.O.
6'-11 1/2"
SEE NOTE 1
SUSPENDED CEILING 5/8" DENSE ARMOR INTERIOR DRYWALL. SEE DETAIL 1/A901
4" X 8" BLUESTONE SILL TO MATCH EX'G BUILDING 6 - 8 (TYP.)
PROVIDE DOWELS TO EXISTING CONCRETE FOR EACH FLOOR (TYP.) AS PER STRUCTURAL SPECS.
NOTE 3: SIXTH FLOOR FRAMING: NEW 5" CONCRETE SLAB ON METAL CORRUGATED DECK & W10 BEAMS PER STRUCTURAL DRAWINGS
SEE NOTE 3 (FLOOR 5)
1 1/2" FURRING WITH 2" URETHANE FOAM + 5/8" PAINTED ARMORBOARD (TYP.)
WROUGHT IRON RAILING W/ 1/2" BARS & 3/4" ANCHORS @ +/- 30" O.C. 3 7/8" CLEAR SPACES TYP. 1 1/2" MOLDED PROFILE HANDRAIL PAINTED FIN. (TYPICAL). EXISTING TO REMAIN.
SUSPENDED CEILING 5/8" DENSE ARMOR INTERIOR DRYWALL. SEE DETAIL 1/A901
CAST STONE MOULDED EDGE ATTACHED TO STEEL & CONCRETE DECK.
3/4" X 5" STRIPWOOD FLOOR ON 3/4" PLYWOOD SUBFLOOR - PROVIDE ACOUSTICAL MEMBRANE & 1/2" PLYWOOD SUBSTRATE ATTCHED TO CONCRETE SLAB (TYP.).
SEE NOTE 1
M.O.
NOTE 2: LOT LINE WINDOWS TO BE DOUBLE HUNG ANODIZED ALUMINUM W/ DOUBLE INSULATED TEMPERED GLASS & WILL REQUIRE SPRINKLER CONNECTION FOR EACH UNIT ON WEST WALL
SEE NOTE 2
8'-7 1/2"
ALIGN
M.O.
6'-3 7/8"
TYPICAL ASSEMBLY #1: 4" BRICK + 1" AIR SPACE W/ MORTAR MESH, 2" RIGID INSULATION, 6" CMU W/ R-21C URETHANE INSULATION + DENSE ARMOR INTERIOR DRYWALL PAINT FINISH. PROVIDE METAL TIES TO BRICK PROVIDE WEEP HOLES 24" O.C.
PRICING SET NOT FOR CONSTRUCTION
6/05/08
ISSUE/REVISION
DATE
INTERIOR ARCHITECT: LEROY STREET STUDIO ARCHITECTIRE PC 113 HESTER STREET NEW YORK, NY 10002
3/4" STONE PAVERS ON 2" MUDSET & 1" RIGID INSULATION. PROVIDE WATERPROOFING MEMBRANE.
SOLID 3 3/8" DOORS W/ 1 1/4" LOW E DOUBLE INSULATED GLASS. PROVIDE BRONZE SADDLE & WOOD SILL TRANSITION TO BALCONY. SEE SCHEDULE.
Ph: 212 431 6780 Fx: 212 431 6781 E: info@leroystreetstudio.com STRUCTURAL ENGINEER: ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK, NY 10003
SEE NOTE 2
FINISH FLOOR AND SUBFLOOR BY OTHERS
Ph: 212 620 7970 Fx: 212 620 8157 E: e.pendleton@silman.com MECHANICAL ENGINEER:
(FLOOR 5)
HANINGTON ENGINEERING CONSULTANTS 501 FIFTH AVENUE, SUITE 1809 NEW YORK, NY 10017 Ph: 212 338 9801 Fx: 212 338 9802 E: haneng@optonline.net
STEEL CHANNEL & BEAMS TO FRAME NEW CONCRETE DECK FOR ADDITION (TYP.). 5" CONCRETE SLAB & CORRUGATED METAL DECK PER STRUCTURAL SPECIFICATIONS.
EXISTING STEEL BEAM & CONCRETE FLOOR TO REMAIN
1" COLORED APPLIED STUCCO
SEE NOTE 2 ALIGN
8" CONCRETE SLAB & CORRUGATED METAL DECK SPANNING OVER CANTILEVERED BEAMS. SEE SHEET S-102.
STEEL ANGLE AND CHANNEL SUPPORTING FOLDING DOOR AND TRACK
HSS BEAM TO SUPPORT CANTILEVERED BEAMS SPANNING TO END OF BALCONY.
M.O.
10'-0 5/8"
M.O.
6'-3 7/8"
SEE NOTE 1
BKSK A R C H I T E C T S, L L P
4" CONC. SLAB & CORRUGATED METAL DECK SUPPORTED BY OVERHANG OF STEEL JOISTS AS PER STRUCTURAL DRAWINGS.
Ph
212.807.9600
Fx
212.807.6405
PROJECT NAME:
EXTERIOR ENVELOPE MACK RESIDENCE & MOUSSAZADEH RESIDENCE
SOLID MAHOGANY FOLDING DOORS BY NANA WALL SYSTEMS. SEE SCHEDULE .
(FLOOR 4)
28 WEST 25 STREET N E W Y O R K, N Y 1 0 0 1 0
4 - 8 East 94th Street New York, NY 10128
FINISH FLOOR AND SUBFLOOR BY OTHERS
DRAWING TITLE:
BUILDING 4 SECTION A DETAILS DRAWING NUMBER:
2 A-800
Building 4 (Rear) Details Scale: 1/2" = 1' - 0"
1 A-800
Building 4 (Rear) Details Scale: 1/2" = 1' - 0"
DATE: SCALE:
05/30/08 1/2" = 1' - 0"
PROJECT NO.
0625
A-800
Company: Jan Gleysteen Architects
Role: worked in a 2 person team drawing Construction Documents and Design Schemes for a 7,000 sf High End Residence Location: Wellesley, MA Dates of project: 2004 - 2006
Company: Jan Gleysteen Architects
Role: worked in a 2 person team drawing Construction Documents and Design Schemes for a 7,000 sf High End Residence Location: Wellesley, MA Dates of project: 2004 - 2006