RAE SOLOMON
portfolio of professional work
Denver, CO 2016
The Halcyon Hotel Denver, Colorado The Halcyon Hotel is a new 7-story, 154 key boutique luxury hotel in the Cherry Creek neighborhood of Denver. Built as an urban infill project on the site of the disused Cherry Creek post office, the hotel was designed to make efficient use of a tight urban lot, activate street life on a under used block and refine the character of north Cherry Creek shopping district. The project includes several amenities. Two upscale restaurants engage the street, complemented by a rooftop pool deck and bar with food and beverage service and a speakeasy-style bar on the basement level. The project also includes a 3,500 square foot ballroom, a fitness center, and two underground levels of parking.
aerial view
Johnson Nathan Strohe, 2014-4016 My firm was hired as the Architect of Record for the project, leading a large and complex design team. While I started on the project during Conceptual Design in the role of Job Captain, I moved into the Project Manager position at the start of the Schematic Design phase. During Conceptual Design, I helped develop multiple alternatives for the layout and organization of the building and prepared presentation packages for the client. During the later design phases, I was responsible for the development and production of the architectural drawing set for the firm’s scope of work. I managed a small team of production staff at the firm to assist me with this work, developing and maintaining weekly task lists and setting internal project goals.
Denver CO 2016
street view
I was responsible for all aspects of communication and coordination with the rest of the design team, including an exterior design architect, 3 interior designers, and landscape architect in addition to engineering and consultants. The project was structured as a contractor-led design build, and I was responsible for day to day communications and coordination with the contractor during the later design phases and construction. During the design phases, I led weekly project meetings with the client, contractor and design team and during the construction phase I attended weekly coordination meetings led by the contractor. I coordinated the entire design team in the preparation of permit drawings, and handled Building Department communications with the Building Department, including preparing multiple administrative modification requests, and responding to Building Department comments and securing the building permit.
Denver, CO 2016
views of hotel lobby
Denver CO 2016
views of event space
Denver, CO 2016
typical guestroom
I ran Construction Administration throughout most of the construction phase, walking the site with the contractor on a weekly basis, reviewing submittals and responding to requests for information and issuing addenda, ASI’s and sketches as appropriate. I was responsible for keeping the Revit model updated throughout Construction and maintaining a record set of all communications and issued changes. Construction on the building was completed in the spring of 2016. Architect of Record: Johnson Nathan Strohe Exterior Design Architect: gkkworks Interior Designers: AvroKO, Skylab & Johnson Nathan Strohe
Denver CO 2016
views of presidential suite and pool deck
New York, NY 2012
TO DOME
TO DOME
ROOF 41ST FLOOR
ROOF 41ST FLOOR
40TH FLOOR
40TH FLOOR
39TH FLOOR
39TH FLOOR
38TH FLOOR
38TH FLOOR
37TH FLOOR
37TH FLOOR 36TH FLOOR
36TH FLOOR 35TH FLOOR
AT PARAPET ABOVE ARCHES AT THE 34TH FLOOR LEVEL, INSTALL NEW ALUMINUM CAP AS DETAILED (SEE DETAILS 4/A-303, 5/A-303 & 6/A-303)
1 A-303
34TH FLOOR
REPAIR LINTEL & SPANDREL INCLUDING ALL FLASHINGS AND MASONRY REMOVAL AND RESETTING. CAULK ENTIRE PERIMETER OF WINDOW (TYP.)
4 A-302 TYP.
33RD FLOOR C
C
32ND FLOOR
7 A-302
AT THE 26TH & 32ND FLOORS, INSTALL NEW CUT-OFF FLASHING AT THE BASE OF ALL COLUMNS AND TIE COPPER INTO COLUMN WITH LIQUID MEMBRANE FLASHINGS SEE 1/A-303 (TYP.)
C
TYP.
C
35TH FLOOR
REPAIR LINTEL & SPANDREL INCLUDING ALL FLASHINGS AND MASONRY REMOVAL AND RESETTING. CAULK ENTIRE PERIMETER OF WINDOW (TYP.)
4 A-302
33RD FLOOR
TYP.
C
C
32ND FLOOR
C
31ST FLOOR
31ST FLOOR
30TH FLOOR
30TH FLOOR
29TH FLOOR
29TH FLOOR
28TH FLOOR
28TH FLOOR RAISE TERRACE DOOR WHERE DIRECTED BY THE ARCHITECT (SEE DRAWING 5/A-304). INSTALL NEW SILL PAN AT TERRACE DOOR INCLUDING ALL BASE FLASHINGS AND REPAIRS TO ROOFING AND ROOF FINISHES AS DETAILED (SEE DRAWING 4/A-304). CAULK ENTIRE PERIMETER OF TERRACE DOOR (TYP. ALL TERRACE DOORS)
27TH FLOOR C
C
26TH FLOOR 25TH FLOOR
AT PARAPET ABOVE ARCHES AT THE 34TH FLOOR LEVEL, INSTALL NEW ALUMINUM CAP AS DETAILED
1 A-303
34TH FLOOR
C
C
C
C
C
C
AT THE 26TH & 32ND FLOORS, INSTALL NEW CUT-OFF FLASHING AT THE BASE OF ALL COLUMNS AND TIE COPPER INTO COLUMN WITH LIQUID MEMBRANE FLASHINGS SEE 1/A-303 (TYP.)
27TH FLOOR 26TH FLOOR 25TH FLOOR
24TH FLOOR
24TH FLOOR
23RD FLOOR
23RD FLOOR
22ND FLOOR
22ND FLOOR 21ST FLOOR 20TH FLOOR
21ST FLOOR 20TH FLOOR 19TH FLOOR
19TH FLOOR C
LEAK INTO APT. 18G TO BE FURTHER WATER TESTED PRIOR TO REPAIRS.
C
18TH FLOOR
18TH FLOOR
17TH FLOOR
17TH FLOOR
16TH FLOOR
16TH FLOOR
15TH FLOOR
15TH FLOOR
14TH FLOOR
14TH FLOOR
13TH FLOOR
13TH FLOOR
12TH FLOOR
12TH FLOOR
11TH FLOOR
11TH FLOOR
10TH FLOOR
10TH FLOOR
9TH FLOOR
9TH FLOOR
8TH FLOOR
8TH FLOOR
7TH FLOOR
7TH FLOOR
6TH FLOOR
6TH FLOOR
"D" MEZZANINE
"D" MEZZANINE
"C" MEZZANINE
"C" MEZZANINE
"B" MEZZANINE
"B" MEZZANINE
LEGEND REPLACE EXISTING BRICK LINTEL WITH NEW PRECAST LINTEL, MANUFACTURED TO MATCH EXISTING AESTHETICALLY, INCLUDING BRICK REMOVAL AND REPLACEMENT WITH NEW BRICK MASONRY TO MATCH EXISTING, INCLUDING ALL TIES, ANCHORS, REINFORCEMENTS, FLASHINGS AND TYPE I STEEL REPAIR. INSTALL CUT-OFF FLASHING AT BASE OF COLUMN AT INDICATED FLOOR LEVEL, INCLUDING LIQUID MEMBRANE COLUMN TIE-IN
APARTMENT LEAK REQUIRING FURTHER INVESTIGATION DURING CONSTRUCTION PHASE
C
REMOVE DETERIORATED SEALANT AT WINDOW AND/OR DOOR PERIMETER AND INSTALL NEW SEALANT WITH BACKER ROD. SECTION/DETAIL NUMBER SECTION/DETAIL DESIGNATION
DRAWING SHEET NUMBER
"A" MEZZANINE
"A" MEZZANINE
1ST FLOOR
1ST FLOOR
ELEVATION NUMBER ELEVATION DESIGNATION
DRAWING SHEET NUMBER
Historic Pre-War Facade Restoration New York, NY I worked on this major historic facade restoration of the Williamsburg Savings Bank Tower - a 37 story major historical landmark in Brooklyn, NY - during the summer and fall of 2012 at Lawless & Mangione Architects and Engineers. Built in 1929 and recently converted to condominiums, the solid masonry Tower suffered from significant facade deterioration, and water chronically leaking into dozens of interior units. My firm was hired to perform a complete survey of the building facade as well as an investigation of the leaks in order to determine the cause of the infiltration and make recommendations to restore the building to a watertight state. We produced the construction documents and administered the construction contract.
Lawless and Mangione, 2012 I was involved in this project from the earliest stages, and worked directly with firm principals on the building survey and leak investigations, including multiple water tests (including some from suspended swing scaffold), facade probes and interior and exterior observations. I assisted firm principals in determining the required scope of work and, with their supervision, designed required details and produced the construction documents for the project. I also prepared all documents for submission to the City of New York’s Landmarks Preservation Committee. The project was complicated by the building’s numerous terrace setbacks, height and exposure, as well as the unusual thickness of the solid masonry walls.
New York, NY 2012
LEGEND INSTALL NEW LEAD-COATED COPPER CAP FLASHING AT PARAPET AS DETAILED AND SPECIFIED INSTALL ALUMINUM CAP; TUCK INTO REGLET AS DETAILED
INSTALL NEW COPPER CAP FLASHING AT BUILDING SETBACK WALLS AS DETAILED INSTALL NEW COPPER THROUGH-WALL CAP FLASHING AT PARAPET WALLS AS DETAILED SECTION/DETAIL NUMBER
AT THE 24TH FLOOR WINDOW LEDGE, CONTRACTOR TO REMOVE 1 SAMPLE WINDOW, INCLUDING REMOVAL AND RESETTING OF TERRA COTTA STONES, INSTALL WINDOW SILL FLASHING, AS DIRECTED BY THE ARCHITECT. DETAIL TO BE PROVIDED BY THE ARCHITECT AFTER THE WINDOW HAS BEEN REMOVED AND FIELD CONDITIONS VERIFIED. FOLLOWING REPAIRS TO SAMPLE, WINDOW TO BE WATER TESTED AND SUCCESSFUL DETAIL TO BE REPEATED AT REMAINING 24TH FLOOR WINDOWS ON THE EAST FACADE IN THE A & B LINES
SECTION/DETAIL DESIGNATION
DRAWING SHEET NUMBER
ELEVATION NUMBER
1 A-201
ELEVATION DESIGNATION
AT PARAPET ABOVE ARCHES ON 34TH FLOOR LEVEL, INSTALL NEW LEAD-COATED COPPER CAP FLASHINGS AS DETAILED - (TYP.)
DRAWING SHEET NUMBER
MECHANICAL EQUIPMENT INSTALL NEW THROUGH-WALL CAP FLASHING AT PARAPET WALL AS DETAILED - (TYP.)
RAISE SERVICE DOOR APPROX. 3"-4", AS REQUIRED AND INSTALL NEW DOOR PAN INCLUDING BASE FLASHINGS AND REPAIRS TO ROOFING AND ROOF FINISHES AS DETAILED & SPECIFIED. BUILD NEW CAST-IN-PLACE STEP AS REQUIRED AT INTERIOR OF CROSSOVER AT 8" WALLS OF 26TH FLOOR CROSSOVER, INSTALL THROUGH-WALL CAP FLASHING AS DETAILED
3 A-301 TYP.
2 A-301 TYP.
MECHANICAL EQUIPMENT
2 A-301 TYP.
1 A-102
5 A-301 TYP.
1 A-202
4 A-303
6 A-301 TYP.
1 A-303 TYP.
6 A-303
1 A-301 TYP.
INSTALL NEW THROUGH-WALL CAP FLASHING AT BUILDING SETBACK WALL AS DETAILED - (TYP.)
5 A-303
6 A-301 TYP.
3 A-301
TYP.
6 A-301
TYP.
1 A-204
EXISTING TERRA COTTA COPING TO REMAIN
20" PARAPET BEYOND
NEW 16 OZ 2-PIECE COPPER THROUGH-WALL FLASHING. STEP IN 3 WYTHES & SEAL ALL PENETRATIONS WITH MASTIC
EXISTING ROOFING, BASE FLASHING, KICK-PLATE AND ROOF FINISH TO REMAIN PROTECT DURING WORK.
3
TYPICAL CAP FLASHING DETAIL AT 16"-20" PARAPET SCALE: 3" = 1'-0"
REBRICK WITH NEW MASONRY TO MATCH EXISTING
NEW 1/4" O.D. WEEP TUBES AT 16" O.C. NOTE: INSTALL FLASHING IN MAXIMUM 4'-0" LONG SEGMENTS SHORE PARAPET AS REQUIRED
4'-5"
REMOVE UP TO 5 COURSES OF MASONRY AND SHORE PARAPET AS REQUIRED TO INSTALL NEW FLASHING
5'-11"
MORTAR ALL COLLAR JOINTS SOLID
REMOVE 4 COURSES OF FACE BRICK AND BACK UP MASONRY BLOCK. SHORE AND BRACE BUILDING WALLS AS REQUIRED TO INSTALL NEW FLASHING REPLACE WITH NEW BRICK MASONRY. FACE BRICK TO MATCH EXISTING MORTAR ALL COLLAR JOINTS SOLID NEW 16 OZ 2-PIECE COPPER THROUGHWALL FLASHING. STEP IN 3 WYTHES & SEAL ALL PENETRATIONS WITH MASTIC NEW 1/4" O.D. WEEP TUBES AT 16" O.C. EXISTING ROOFING, BASE FLASHING, KICKPLATE AND ROOF FINISH TO REMAIN PROTECT DURING WORK.
6
1 A-202
TYPICAL CAP FLASHING DETAIL AT SETBACK WALL SCALE: 3" = 1'-0"
New York, NY 2012
12" MIN.
V.I.F.
REMOVE AND REPLACE MASONRY WITH NEW BRICK TO MATCH EXISTING. CONTRACTOR SHALL INFORM ARCHITECT OF BEAM CONDITION.
12" MIN.
EXPOSE, CLEAN & PAINT SPANDREL. INSTALL FABRIC WATERPROOFING MEMBRANE INTO SPANDREL WEB. EXTEND FLASHING A MINIMUM OF 12" BEYOND LINTEL AND BUILD END DAMS AT FLASHING TERMINATIONS ON BOTH SIDES
SCRAPE, CLEAN AND PAINT STEEL MEMBER. NEW GALVANIZED STEEL TERMINATION BAR ANCHOR @ 8" O.C. W/ CONTINUOUS SEALANT. NEW 1 1 4 " WIDE, 16 GA. CORRUGATED STAINLESS STEEL BRICK TIES SET IN MASTIC. NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/ MASTIC AND PARGE BACKUP AS NEEDED PROVIDE END DAMS AT BOTH SIDES (SEE DRAWING 8/A-302)
NEW PRECAST LINTEL AESTHETICALLY MATCHED TO EXISTING BRICK LINTEL
NEW 1 4" WEEP TUBES AT 16" O.C. WHERE DIRECTED BY ARCHITECT REMOVE AND RESET TERRA COTTA SILL AND INSTALL WINDOW SILL FLASHING EXTEND FLASHING A MINIMUM OF 12" BEYOND SILL AND BUILD END DAMS ON BOTH SIDES (SEE DRAWING 8/A-302)
PRECAST LINTEL MANUFACTURED TO MATCH EXISTING BRICK AESTHETICALLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND SUBMIT SHOP DRAWINGS AND SAMPLES FOR APPROVAL 12" MIN.
1
EXPOSE, CLEAN & PAINT SPANDREL CONTINUOUSLY FOR LENGTH OF WINDOWS IN SERIES. INSTALL FABRIC WATERPROOFING MEMBRANE INTO SPANDREL WEB. EXTEND FLASHING A MINIMUM OF 12" BEYOND THE FIRST AND LAST LINTELS IN THE SERIES AND BUILD END DAMS AT FLASHING TERMINATIONS ON BOTH SIDES
12" MIN.
NEW SEALANT AT WINDOW HEAD.
SINGLE WINDOW REPAIR
4
SCALE: 1/2"=1'-0"
12" MIN.
V.I.F.
V.I.F.
12" MIN.
EXISTING WINDOW TO REMAIN.
TYPICAL LINTEL DETAIL SCALE: 3"=1'-0"
EXISTING ALUMINUM WINDOW TO REMAIN EXISTING TRIM CLIP TO REMAIN
NEW SEALANT WITH BACKER ROD
NEW TERRA COTTA WINDOW SILL TO MATCH EXISTING
ORIGINAL STEEL PERIMETER BOX AND STOOL TO REMAIN
NEW METAL FLASHING PAN EXTENDING A MINIMUM OF 12" BEYOND SILL ON BOTH SIDES WITH END DAMS SET IN BEAD OF SEALANT (SEE DRAWING 8/A-302)
NEW PRECAST LINTELS AESTHETICALLY MATCHED TO EXISTING BRICK LINTELS NEW BRICK MASONRY 1" 112 WHERE DIRECTED BY ARCHITECT REMOVE AND RESET TERRA COTTA SILL AND INSTALL WINDOW SILL FLASHING . EXTEND FLASHING A MINIMUM OF 12" BEYOND SILL AND BUILD END DAMS ON BOTH SIDES (SEE DRAWING 8/A-302)
12" MIN.
2
12" MIN.
12" MIN.
12" MIN.
MULTIPLE WINDOW REPAIR
5
SCALE: 1/2"=1'-0"
WINDOW SILL DETAIL SCALE: 3"=1'-0"
EXISTING SPANDREL BEAM TO REMAIN. SCRAPE & PAINT
TURN UP FLASHING MEMBRANE UP A MINIMUM OF 3" TO FORM END DAMS ON BOTH SIDES SEAL TERMINATIONS
NEW GALVANIZED STEEL TERMINATION BAR ANCHOR @ 8" O.C. W/CONTINUOUS SEALANT NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/ MASTIC AND PARGE BACKUP AS NEEDED - PROVIDE END DAMS AT BOTH SIDES
3" MIN
REMOVE UP TO 4 BRICK COURSES AS NECESSARY TO INSTALL SPANDREL FLASHING A MINIMUM OF 12" BEYOND THE WINDOW EDGE. REBRICK TO AMATCH EXISTING.
NEW 1 4" WEEP TUBES AT EVERY HORIZONTAL SILL JOINT
ORIGINAL BACKUP MASONRY TO REMAIN
12" MIN
PRECAST LINTEL MANUFACTURED TO MATCH EXISTING FACE BRICK CONTRACTOR TO VERIFY EXISTING CONDITIONS AND SUBMIT SHOP DRAWINGS AND SAMPLES FOR APPROVAL EXISTING WINDOW TO REMAIN
EXISTING MASONRY TO REMAIN
NEW METAL FLASHING PAN EXTENDING 12" MIN. BEYOND SILL ON BOTH SIDES WITH END DAMS SET IN BEAD OF SEALANT. TERMINATE 1" BACK FROM FACE OF WALL NEW BRICK MASONRY COPE AS NECESSARY
EXISTING TRIM CLIP TO REMAIN
NEW SEALANT WITH BACKER ROD
NEW TERRA COTTA WINDOW SILL TO MATCH EXISTING
ORIGINAL STEEL PERIMETER BOX AND STOOL TO REMAIN
NEW BRICK MASONRY 1" 1'-34
TURN COPPER FLASHING UP A MINIMUM OF 3" T FORM END DAMS ON BOTH SIDES (SEE DRAWING 8/A-302)
12" MIN
7
WINDOW SILL DETAIL -AXONOMETRIC VIEW SCALE: NTS
NEW METAL FLASHING PAN EXTENDING A MINIMUM OF 12" BEYOND SILL ON BOTH SIDES WITH END DAMS SET IN BEAD OF SEALANT (SEE DRAWING 8/A-302)
NEW 1 4" WEEP TUBES AT EVERY HORIZONTAL SILL JOINT
ORIGINAL BACKUP AA MASONRY TO REMAIN
3" MIN
11
-1
/2
"
REMOVE 1 COURSE OF SOLDIER BRICK AS NECESSARY TO INSTALL WINDOW SILL FLASHING A MINIMUM OF 12" BEYOND THE WINDOW EDGE. AREBRICK TO MATCH EXISTING.
EXISTING ALUMINUM WINDOW TO REMAIN
NEW TERRA COTTA WINDOW SILL TO MATCH EXISTING
6
WINDOW SILL DETAIL SCALE: 3"=1'-0"
New York, NY 2012
CONTINUOUS BACKER ROD & SEALANT
STAINLESS STEEL HOOK & DOWEL SET WITH EPOXY INTO EXISTING MASONRY AT EVERY COPING JOINT
SECURE COPPER CAP IN REGLET WITH WEDGE ALUMINUM CAP COATED TO MATCH COLOR OF EXISTING TERRACOTTA UNITS. TUCK INTO REGLET
EXISTING TERRA COTTA TO BE REMOVED AND RESET AS REQUIRED TO INSTALL FLASHING
THROUGH-WALL 16 OZ. LEAD-COATED COPPER FLASHING WITH FOLDED LOCK SEAMS NEW 6" WIDE-16 OZ PAINTED COPPER SPLICE PLATE CENTERED ON ALL JOINTS AT CAP & SET IN BED OF SEALANT
EXISTING MASONRY TO REMAIN
FABRIC WATERPROOFING MEMBRANE. SEAL ALL PENETRATIONS WITH MASTIC
NEW CONTINUOUS METAL CLEAT FASTENED EVERY 16" O.C.
NEW 2" WIDE CLEAT FASTENED AT 16" O.C. COPPER CAP FLASHING
EXISTING TERRA COTTA TO REMAIN
NEW 2" WIDE CLEAT FASTENED AT 16" O.C.
EXISTING TERRA COTTA TO REMAIN
3
COPPER CAP FOR COPINGS AT 33RD FLOOR PIERS
4
SCALE: 3" = 1'-0"
CAP FLASHING DETAIL ABOVE 34TH FLOOR ARCHES SCALE: 1-1/2" = 1'-0"
STAINLESS STEEL HOOK & DOWEL SET WITH EPOXY INTO MASONRY AT EVERY COPING JOINT
EXISTING TERRA COTTA TO BE REMOVED AND RESET AS REQUIRED TO INSTALL FLASHING
STAINLESS STEEL HOOK & DOWEL SET WITH EPOXY INTO EXISTING MASONRY AT EVERY COPING JOINT
NEW 16 OZ. COPPER "MORTAR LOCK" COPING FLASHING REMOVE EXISTING MASONRY AS REQUIRED TO INSTALL FLASHING. REBRICK WITH NEW MASONRY AND NEW COURSING TO MATCH EXISTING.
EXISTING TERRA COTTA TO BE REMOVED AND RESET AS REQUIRED TO INSTALLFLASHING
THROUGH-WALL 16 OZ. LEAD-COATED COPPER FLASHING WITH FOLDED LOCK SEAMS
THROUGH-WALL 16 OZ. LEAD-COATED COPPER FLASHING WITH FOLDED LOCK SEAMS
MORTAR ALL COLLAR JOINTS SOLID
NEW 6" WIDE-16 OZ PAINTED COPPER SPLICE PLATE CENTERED ON ALL JOINTS AT CAP & SET IN BED OF SEALANT
NEW 6" WIDE-16 OZ PAINTED COPPER SPLICE PLATE CENTERED ON ALL JOINTS AT CAP & SET IN BED OF SEALANT
EXISTING MASONRY TO REMAIN
FABRIC WATERPROOFING MEMBRANE. SEAL ALL PENETRATIONS WITH MASTIC NEW 2" WIDE CLEAT FASTENED AT 16" O.C. COPPER CAP FLASHING
EXISTING TERRA COTTA TO REMAIN
FABRIC WATERPROOFING MEMBRANE. SEAL ALL PENETRATIONS WITH MASTIC
EXISTING MASONRY TO REMAIN
NEW 2" WIDE CLEAT FASTENED AT 16" O.C. EXISTING TERRA COTTA TO REMAIN
COPPER CAP FLASHING
NEW 2" WIDE CLEAT FASTENED AT 16" O.C.
6
CAP FLASHING DETAIL ABOVE 34TH FLOOR ARCHES SCALE: 1-1/2" = 1'-0"
NEW 2" WIDE CLEAT FASTENED AT 16" O.C.
5
CAP FLASHING DETAIL ABOVE 34TH FLOOR ARCHES SCALE: 1-1/2" = 1'-0"
New York, NY 2013
3 A-205
REBUILD UPPER LEVEL BULKHEAD AS DETAILED 4 A-305
4 A-304
1 A-305
1 A-306
AND SPECIFIED
5 A-306
REMOVE EXISTING COPING STONE & COVER AND REPLACE WITH NEW METAL COPING COVER AS DETAILED - TYP. REMOVE AND REPLACE DETERIORATED BRICK MASONRY WITH NEW BRICK MASONRY TO MATCH EXISTING - TYP.
1 A-302
REBUILD DETERIORATED PORTION OF CHIMNEY AS DETAILED
ROOF
PENTHOUSE
3 A-302
5 A-301
REPAIR SHELF ANGLE AS DETAILED & SPECIFIED TYP.
20TH FLOOR
SCRAPE, PRIME AND COAT EXISTING CONCRETE SLAB AT UNDERSIDE OF BALCONY -TYP.
19TH FLOOR
4 A-302
5 A-302
18TH FLOOR
100% CUT OUT AND REPOINT DETERIORATED MORTAR JOINTS WITH NEW TYPE "N" MORTAR TO MATCH EXISTING - TYP.
17TH FLOOR
16TH FLOOR REMOVE AND REPLACE DETERIORATED EXHAUST VENT COVER - TYP. 15TH FLOOR
14TH FLOOR
12TH FLOOR
3
SHELF ANGLE REPAIR AS DETAILED - TYP.
11TH FLOOR
10TH FLOOR
SOUTH BULKHEAD ELEVATION SCALE: 1/4"=1'-0"
REMOVE EXISTING COPING STONE & COVER AND REPLACE WITH NEW METAL COPING COVER AS DETAILED - TYP.
4 A-301
REMOVE AND REPLACE DETERIORATED BRICK MASONRY WITH NEW BRICK MASONRY TO MATCH EXISTING - TYP.
5 A-306
1 A-303
5 A-303
1 A-304
REBUILD UPPER LEVEL BULKHEAD AS DETAILED AND SPECIFIED
5 A-301
9TH FLOOR
8TH FLOOR
7TH FLOOR
REMOVE AND REPLACE DETERIORATED BRICK MASONRY WITH NEW BRICK MASONRY TO MATCH EXISTING - TYP.
5 A-301
6TH FLOOR
3 A-302
REPAIR SHELF ANGLE AS DETAILED & SPECIFIED TYP.
5TH FLOOR
4TH FLOOR
100% CUT OUT AND REPOINT DETERIORATED MORTAR JOINTS WITH NEW TYPE "N" MORTAR TO MATCH EXISTING - TYP.
3RD FLOOR
2ND FLOOR
1ST FLOOR
1
NORTH BULKHEAD ELEVATION
Building Envelope and Bulkhead Restoration New York, NY I worked on this project - a building envelope and bulkhead restoration project of a postwar cavity wall residential co-op on the Upper East Side of Manhattan - during the spring and summer of 2013 at Lawless & Mangione Architects and Engineers. The firm was initially hired to perform a thorough exterior conditions survey of the building and report our findings to the co-op board of directors. The building survey, for which I was responsible, showed some minor deterioration of the building facade, but major deterioration, and potentially dangerous structural damage, was discovered at the bulkhead on the main roof. Severe cracks (larger than 1/4”) and other signs of damage had formed in several of the masonry piers
SCALE: 1/4"=1'-0"
Lawless and Mangione, 2013 and concrete members forming the enclosure surrounding the building’s water tank. With supervision, I determined the recommended scope of work, which included complete demolition and reconstruction of a significant portion of the upper bulkhead, as well as structural concrete repairs. I developed details for the required repairs and produced the construction documents for the project, including working with the Structural Engineering department to incorporate structural concrete repair details into the drawing set. I was also responsible for bidding this project and helped the clients’ evaluate the bids to select a contractor.
New York, NY 2013
ALL EXPOSED CONCRETE TO BE SOUNDED, MARKED AND REPAIRED AS DETAILED & SPECIFIED UNDER THE BASE BID ALLOWANCES
2 A-303
4 A-205
3 A-206
3 A-303
TYP.
NEW PRESSURE TREATED WOOD BLOCKING NEW PAINTED ALUMINUM COPING SOUND, MARK & REPAIR EXISTING CONCRETE BEAM AS REQUIRED AND DIRECTED BY THE ARCHITECT NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
1 A-305 TYP. 4 A-304 6 A-304
3 A-306
1 5 A-304 A-303 TYP. TYP.
NEW CAVITY DRAIN
1 A-303
NEW TERMINATION BAR ANCHOR AT 6" O.C. AND SEAL CONTINUOUSLY USE REGLET IF AVAILABLE NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/MASTIC AND PARGE BACKUP AS NEEDED
TYP.
NEW 1/4" O.D. WEEP TUBES AT 16" O.C. IN 2 STAGGERED ROWS
TYP.
1 A-304 TYP.
TYP.
NEW EXPANSION JOINT FILLER DEMOLISH MASONRY AT EXISTING 12" DEEP PIER DOWN TO CAP FLASHING AND RECONSTRUCT WITH NEW MASONRY AS SPECIFIED AND DETAILED
1 A-303
TYP.
TYP.
1 A-306
5 A-303
TYP.
3 A-205
EXISTING REINFORCED CONCRETE CORE TO REMAIN TAKE CARE NOT TO DAMAGE DURING DEMOLITION. SOUND AND MARK ALL CONCRETE EXPOSED DURING DEMOLITION AND REPAIR AS DIRECTED BY ARCHITECT IN THE FIELD
TYP.
4 A-206
PORTION OF UPPER BULKHEAD WALL/PIERS TO BE DEMOLISHED & RECONSTRUCTED AS DETAILED & SPECIFIED (TYP.)
NEW SEALANT WITH BACKER ROD
1"
RESHIM AS NEEDED & TIGHTEN BOLTS & SCRAPE, CLEAN, PRIME AND PAINT EXISTING SHELF ANGLE TO REMAIN COPE BRICK AS NEEDED EXPOSE EXISTING REINFORCED CONCRETE CORE - TAKE CARE NOT TO DAMAGE DURING DEMOLITION SOUND, MARK & REPAIR EXISTING CONCRETE AS REQUIRED AND DIRECTED BY THE ARCHITECT REMOVE & REPLACE EXISTING BRICK AT BULKHEAD PIER WITH NEW BRICK MASONRY NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
3 A-303
4 TYP. A-305
NEW METAL FLASHING PAN
DETAIL AT HEAD OF 12" PIER
2
SCALE: 3"=1'-0"
EXISTING REINFORCED CONCRETE CORE TO REMAIN. TAKE CARE NOT TO DAMAGE DURING DEMOLITION. SOUND, MARK & REPAIR EXISTING CONCRETE AS REQUIRED AND DIRECTED BY THE ARCHITECT
1 A-205
15'-3"
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR TIE AT 16" O.C. VERTICALLY - TYPICAL
13'-941"
BRICK MASONRY AT BULKHEAD PIER TO BE REMOVED & REPLACED AS DETAILED
WATER TANK
PLAN DETAIL THROUGH 12" PIER
3
LOW BULKHEAD ROOF
TOPSIDE CONCRETE REPAIRS AT REINFORCED CONCRETE BEAM AS DETAILED & SPECIFIED UNDER THE BASE BID ALLOWANCES SEE SHEET A-307 (TYP.)
5" 118
SCALE: 3"=1'-0"
EXPOSE EXISTING REINFORCED CONCRETE CORE - TAKE CARE NOT TO DAMAGE DURING DEMOLITION SOUND, MARK & REPAIR EXISTING CONCRETE AS REQUIRED AND DIRECTED BY THE ARCHITECT TIE COPPER THROUGH-WALL FLASHING INTO CONCRETE PIER WITH LIQUID APPLIED MEMBRANE
ALL EXPOSED CONCRETE TO BE SOUNDED, MARKED AND REPAIRED AS DETAILED & SPECIFIED UNDER THE BASE BID ALLOWANCES
NEW 16 OZ 2-PIECE COPPER CAP FLASHING SEAL ALL PENETRATIONS WITH MASTIC LAP OVER ADJACENT CAP FLASHING AND SOLDER WATER TIGHT
EXISTING BASE FLASHING TO REMAIN TAKE CARE NOT TO DAMAGE EXISTING MASONRY TO REMAIN
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
2 A-206
4 A-303
EXISTING ROOFING TO REMAIN TAKE CARE NOT TO DAMAGE
REMOVE & REPLACE EXISTING BRICK AT BULKHEAD PIER WITH NEW BRICK MASONRY NEW CAVITY DRAIN NEW TERMINATION BAR ANCHOR AT 6" O.C. AND SEAL CONTINUOUSLY USE REGLET IF AVAILABLE
3 A-206
2 A-205
NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/MASTIC AND PARGE BACKUP AS NEEDED NEW 1/4" O.D. WEEP TUBES AT 16" O.C. IN 2 STAGGERED ROWS NEW METAL FLASHING PAN
UPPER BULKHEAD FLOOR PLAN
1
NEW SEALANT WITH BACKER ROD NEW EXPANSION JOINT FILLER
SCALE: 1/4"=1'-0"
COPE BRICK AS NEEDED RESHIM AS NEEDED & TIGHTEN BOLTS & SCRAPE, CLEAN, PRIME AND PAINT EXISTING SHELF ANGLE TO REMAIN REMOVE AND REPLACE (3) COURSES OF BRICK MASONRY BELOW SHELF ANGLE FOR UP TO 1'-0" FROM EXPANSION JOINT TO INSTALL NEW EXPANSION JOINT
1
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
WALL SECTION THROUGH 12" PIER
6 A-303
1'-53 4"
NEW PRESSURE TREATED WOOD BLOCKING NEW PAINTED ALUMINUM COPING SOUND, MARK & REPAIR EXISTING CONCRETE BEAM AS REQUIRED AND DIRECTED BY THE ARCHITECT
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
NEW CAVITY DRAIN NEW TERMINATION BAR ANCHOR AT 6" O.C. AND SEAL CONTINUOUSLY USE REGLET IF AVAILABLE
NEW CAVITY DRAIN NEW TERMINATION BAR ANCHOR AT 6" O.C. AND SEAL CONTINUOUSLY USE REGLET IF AVAILABLE
NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/MASTIC AND PARGE BACKUP AS NEEDED EXISTING CONCRETE BEAM TO REMAIN SOUND ALL EXPOSED CONCRETE AND REPAIR AS DIRECTED BY ARCHITECT IN THE FIELD
NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/MASTIC AND PARGE BACKUP AS NEEDED
NEW 1/4" O.D. WEEP TUBES AT 16" O.C. IN 2 STAGGERED ROWS
NEW 1/4" O.D. WEEP TUBES AT 16" O.C. IN 2 STAGGERED ROWS DEMOLISH MASONRY AT EXISTING 16" DEEP PIER DOWN TO CAP FLASHING AND RECONSTRUCT WITH NEW MASONRY AS SPECIFIED AND DETAILED
NEW METAL FLASHING PAN 1"
EXISTING REINFORCED CONCRETE CORE TO REMAIN TAKE CARE NOT TO DAMAGE DURING DEMOLITION. SOUND AND MARK ALL CONCRETE EXPOSED DURING DEMOLITION AND REPAIR AS DIRECTED BY ARCHITECT IN THE FIELD
RESHIM AS NEEDED & TIGHTEN BOLTS & SCRAPE, CLEAN, PRIME AND PAINT EXISTING SHELF ANGLE TO REMAIN MASONRY BEYOND
6
DETAIL AT HEAD OF 12" OPENING SCALE: 3"=1'-0"
6 A-304
MASONRY PIER BEYOND
15'-3"
1" 10'-74
NEW EXPANSION JOINT FILLER NEW METAL FLASHING PAN NEW SEALANT WITH BACKER ROD COPE BRICK AS NEEDED RESHIM AS NEEDED & TIGHTEN BOLTS & SCRAPE, CLEAN, PRIME AND PAINT EXISTING SHELF ANGLE TO REMAIN REMOVE & REPLACE EXISTING BRICK WITH NEW BRICK MASONRY MORTAR ALL COLLAR JOINTS SOLID EXPOSE EXISTING REINFORCED CONCRETE CORE - TAKE CARE NOT TO DAMAGE DURING DEMOLITION SOUND, MARK & REPAIR EXISTING CONCRETE AS REQUIREDAND DIRECTED BY THE ARCHITECT NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
1" 13'-94
NEW 16 OZ CORRUGATED MORTAR LOCK STYLE COPPER COPING FLASHING SEAL ALL PENETRATIONS WITH MASTIC REMOVE & REPLACE EXISTING BRICK WITH NEW BRICK MASONRY MORTAR ALL COLLAR JOINTS SOLID
6
PLAN DETAIL THROUGH 16" PIER SCALE: 3"=1'-0"
TIE COPPER THROUGH-WALL FLASHING INTO CONCRETE PIER WITH LIQUID APPLIED MEMBRANE NEW 16 OZ 2-PIECE COPPER CAP FLASHING SEAL ALL PENETRATIONS WITH MASTIC LAP OVER ADJACENT CAP FLASHING AND SOLDER WATER TIGHT
EXISTING BASE FLASHING TO REMAIN TAKE CARE NOT TO DAMAGE EXISTING MASONRY TO REMAIN EXISTING ROOFING TO REMAIN TAKE CARE NOT TO DAMAGE
7 A-304
3'-2"
EXISTING ROOFING TO REMAIN TAKE CARE NOT TO DAMAGE
REMOVE & REPLACE EXISTING BRICK AT BULKHEAD PIER WITH NEW BRICK MASONRY NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/MASTIC AND PARGE BACKUP AS NEEDED TIE INTO CONCRETE COLUMN WITH LIQUID APPLIED MEMBRANE
NEW MEMBRANE FLASHING SEAL ALL PENETRATIONS W/MASTIC AND PARGE BACKUP AS NEEDED NEW 1/4" O.D. WEEP TUBES AT 16" O.C. IN 2 STAGGERED ROWS
NEW 1/4" O.D. WEEP TUBES AT 16" O.C. IN 2 STAGGERED ROWS
NEW METAL FLASHING PAN
NEW METAL FLASHING PAN
NEW SEALANT WITH BACKER ROD
NEW SEALANT WITH BACKER ROD NEW EXPANSION JOINT FILLER
NEW EXPANSION JOINT FILLER
COPE BRICK AS NEEDED
COPE BRICK AS NEEDED
RESHIM AS NEEDED & TIGHTEN BOLTS & SCRAPE, CLEAN, PRIME AND PAINT EXISTING SHELF ANGLE TO REMAIN
RESHIM AS NEEDED & TIGHTEN BOLTS & SCRAPE, CLEAN, PRIME AND PAINT EXISTING SHELF ANGLE TO REMAIN REMOVE AND REPLACE (3) COURSES OF BRICK MASONRY BELOW SHELF ANGLE FOR UP TO 1'-0" FROM EXPANSION JOINT TO INSTALL NEW EXPANSION JOINT NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
EXISTING BASE FLASHING TO REMAIN TAKE CARE NOT TO DAMAGE EXISTING MASONRY TO REMAIN
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
NEW CAVITY DRAIN
SCALE: 1 1/2"=1'-0"
SCALE: 3"=1'-0"
EXPOSE EXISTING REINFORCED CONCRETE CORE - TAKE CARE NOT TO DAMAGE DURING DEMOLITION SOUND, MARK & REPAIR EXISTING CONCRETE AS REQUIRED AND DIRECTED BY THE ARCHITECT
NEW 16 OZ 2-PIECE COPPER CAP FLASHING SEAL ALL PENETRATIONS WITH MASTIC LAP OVER ADJACENT CAP FLASHING AND SOLDER WATER TIGHT
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
WALL SECTION THROUGH 12" OPENING
DETAIL AT HEAD OF 16" PIER
BRICK MASONRY AT BULKHEAD PIER TO BE REMOVED & REPLACED AS DETAILED
7 A-303
5
5
NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR TIE AT 16" O.C. VERTICALLY - TYPICAL 1'-33 4"
NEW 10" WIDE HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE
DEMOLISH EXISTING BASE OF OPENING AT 12" DEEP WALL DOWN TO CAP FLASHING AND RECONSTRUCT WITH NEW SLATE SILL AS SPECIFIED AND DETAILED
1"
EXISTING REINFORCED CONCRETE CORE TO REMAIN. TAKE CARE NOT TO DAMAGE DURING DEMOLITION. SOUND, MARK & REPAIR EXISTING CONCRETE AS REQUIRED AND DIRECTED BY THE ARCHITECT
MASONRY BEYOND NEW SLATE SILL TO MATCH EXISTING
115 8"
SCALE: 3"=1'-0"
5 A-304
NEW PRESSURE TREATED WOOD BLOCKING NEW PAINTED ALUMINUM COPING SOUND, MARK & REPAIR EXISTING CONCRETE BEAM AS REQUIRED AND DIRECTED BY THE ARCHITECT
DEMOLISH MASONRY AT OPENING HEAD AT 12" DEEP PIER AND RECONSTRUCT WITH NEW MASONRY AS SPECIFIED AND DETAILED
DETAIL AT BASE OF 12" PIER
4
SCALE: 1 1/2"=1'-0"
7
DETAIL AT BASE OF 12" OPENING SCALE: 3"=1'-0"
4
WALL SECTION THROUGH 16" PIER SCALE: 1 1/2"=1'-0"
REMOVE AND REPLACE (3) COURSES OF BRICK MASONRY BELOW SHELF ANGLE FOR UP TO 1'-0" FROM EXPANSION JOINT TO INSTALL NEW EXPANSION JOINT NEW STAINLESS STEEL 3/16" DIA. TRIANGULAR BRICK TIE AT 16" O.C. VERTICALLY AND HORIZONTALLY
7
DETAIL AT BASE OF 16" PIER SCALE: 3"=1'-0"
Yeosu, Korea 2009
Competition Entry World Expo Pavilion Yeosu, Korea I worked with a small team on this project, a 6500 m² thematic pavilion and exhibition hall, in September, 2009, with Zago Architecture. The pavilion competition was in anticipation of the 2012 World Expo in Yeosu, South Korea. Yeosu is a peninsular city on the southern coast of Korea. The coastline wrapping around 2/3 of the city’s perimeter inspired the expo’s theme: the Ocean. The competition brief called for a thematic pavilion to establish Yeosu as a “blue city” and highlight best practices for ocean stewardship. At the time, the studio was exploring a unique interest in the accident as a means of generating form. We decided to combine this interest with the ocean-themed requirements of the brief. Noting that decay of natural coastal habitats was
???
area plan 00
300 300
mmm 600 600
900 900
Zago Architecture, 2009 a major problem for today’s oceans, and that artificial reefs are an effective, if expensive solution to this problem, we proposed a building that was orchestrated as a years-long, slow-motion “accident” that slowly collapsed into the sea. Once fully submerged, the pavilion would become an artificial reef, helping to rehabilitate Yeosu’s harbor by providing habitat for sea creatures. During the long decay, the pavilion would constantly change its shape, collapsing in an unpredictable process producing unique and significant formal qualities. An underwater glass bridge would be constructed after submersion that would allow visitors an intimate view of the sea life in the reef as well as a glimpse of the final accident-generated architectural form.
Yeosu, Korea 2009
floor plan m 0
20
40
60
Yeosu, Korea 2009
Yeosu, Korea 2009
foundation axonometric
elevations at 1 month
elevations at 3 months
Detroit, MI 2010
Mixed-Use Building Detroit, MI I worked on this project, a 60,000 sf commercial and residential building between October, 2009, and February, 2010 at Zago Architecture. The project was located in Detroit, Michigan, adjacent to the still new Museum of Contemporary Art Detroit (MOCAD), and was intended to be part of a general renewal of the Midtown Detroit neighborhood. The building was conceived as a CMU masonry building, with 16 commercial units on the bottom 2 floors and 32 residential units of varying sizes on the upper 3 levels. The building was also expected to provide some storage and administrative space for MOCAD. The project’s situation in the economically devastated city of Detroit meant that sticking to the modest budget was
Zago Architecture, 2010 an important concern to all. The building is therefore somewhat sober in form. The art of the design lies in the complexity of the plans and the care given to details. The plans combine duplex units accessed from different levels to form an interlocking, zipper-like pattern in section. The plans are orchestrated to provide each type of unit with unique amenities, such as balconies, roof decks and extremely generous square footage. As a junior designer, I was responsible for generating the bulk of the schematic design drawing set, as well as building process models and design assistance. I also created diagrams and renderings presented to the Detroit Historic Preservation Society for project approval.
Detroit, MI 2010
MID-MED LOFTS COMMERCIAL/ RESIDENTIAL
PROPOSED 74 GARFIELD COMMERCIAL/ RESIDENTIAL
IN CONSTRUCTION 71 GARFIELD COMMERCIAL/ RESIDENTIAL
GARFIELD LOFTS COMMERCIAL/ RESIDENTIAL RESIDENTAIL
MIXED RESIDENTIAL/ COMMERCIAL
RESIDENTIAL
RESIDENTIAL
PROPOSED COMMERCIAL/ RESIDENTIAL
RESIDENTIAL
4
1 RESIDENTIAL AND MIXED RESIDENTIAL/COMMERCIAL USES
MIDTOWN CAFE
MID-MED LOFTS COMMERCIAL/ RESIDENTIAL
PUBLIC LIGHTING COMMISSION
71 GARFIELD VACANT RESIDENTIAL
MOCAD
MIDTOWN CAFE
GARFIELD LOFTS COMMERCIAL/ RESIDENTIAL
PROPOSED 74 GARFIELD COMMERCIAL/ RESIDENTIAL
IN CONSTRUCTION 71 GARFIELD COMMERCIAL/ RESIDENTIAL
GARFIELD LOFTS COMMERCIAL/ RESIDENTIAL COMMERCIAL
RESIDENTIAL
VACANT RESIDENTIAL
RESIDENTIAL
PROPOSED COMMERCIAL/ RESIDENTIAL
RESIDENTIAL
PROPOSED 74 GARFIELD COMMERCIAL/ RESIDENTIAL
VACANT CHURCH
ZACHARY ASSOCIATES OFFICES
GR N’NAMDI GALLERY
CHURCH’S CHICKEN
ZACHARY ASSOCIATES OFFICES
2
GR N’NAMDI GALLERY
CHURCH’S CHICKEN
5
COMMERCIAL USES
PROPOSED 74 GARFIELD COMMERCIAL/ RESIDENTIAL
IN CONSTRUCTION 71 GARFIELD COMMERCIAL/ RESIDENTIAL
IN CONSTRUCTION 71 GARFIELD COMMERCIAL/ RESIDENTIAL
MOCAD INSTITUTIONAL ARTS
COMMERCIAL ARTS
PROPOSED COMMERCIAL/ RESIDENTIAL
PROPOSED COMMERCIAL/ RESIDENTIAL
PROPOSED PARKING STRUCTURE
GR N’NAMDI GALLERY
3
RESIDENTIAL
TO JOHN R STREET
PROPOSED COMMERCIAL/RESIDENTIAL
VACANT RESIDENTIAL
INSTITUTIONAL AND COMMERCIAL ARTS USES
74 GARFIELD COMMERCIAL/RESIDENTIAL
GARFIELD STREET
71 GARFIELD COMMERCIAL/RESIDENTIAL
MOCAD
TO WOODWARD AVENUE
GARFIELD LOFTS COMMERCIAL/RESIDENTIAL
6
Detroit, MI 2010
Detroit, MI 2010
Detroit, MI 2010
Detroit, MI 2010
wall section and details
02
WALL SECTION DETAIL
01
WALL SECTION
03
WALL SECTION DETAIL
04
WALL SECTION DETAIL
05
WALL SECTION DETAIL
06
WALL SECTION DETAIL
07
WALL SECTION DETAIL
08
WALL SECTION DETAIL
09
WALL SECTION DETAIL
10
WALL SECTION DETAIL
Los Angeles, CA 2010
University Building Addition Los Angeles, CA I participated on the team for this project, a 12,000 sf brain imaging and research center on a major university campus, at Michael Maltzan Architecture in the spring of 2010. There were several significant challenges that presented themselves during the design process. The first and most obvious challenge was the site itself. Conceived as a relatively small addition to an existing cluster of buildings, the brain center had to be designed to keep a precarious balance between the old and the new. As designers, we were interested in proposing a progressive architectural scheme. However we also recognized the importance of maintaining an appropriate relationship to the existing site, which had
site rendering
Michael Maltzan Architecture, 2010 been built in the 1970’s in a nondescript corporate style. The second major challenge we faced was in negotiating the competing desires of a heterogeneous client group. The direct client, a prominent neuroscientist, supported our efforts to propose an innovative, progressive design. However, the university required that we adhere to the campus master plan, which severely limited our design palette and significantly reduced the area of the site we had to manipulate. The competition between these varied client interests required from us a swift and open design process, in which we worked through potential ideas and schemes very rapidly, justifying each scheme with strong argumentation.
Los Angeles, CA 2010
massing studies
Theater
Property Line
Theater
WK40 40 SF WK50 50 SF
WK40 40 SF WK50 50 SF
WK40 40 SF WK40 40 SF WK40 40 SF
WK50 50 SF WK50 50 SF
WK40 40 SF
WK50 50 SF
Property Line
WK50 50 SF WK50 50 SF
WK50 50 SF
WK50 50 SF WK50 50 SF
WK50 50 SF
Program on one level
WK80 80 SF
WK50 50 SF
WK80 80 SF
WK80 80 SF
OF1 90 SF
WK80 80 SF
WK80 80 SF WK80 80 SF
Dryla
OF2 110 SF
OF1 90 SF
OF4 250 SF
OF2 110 SF
OF2 110 SF
b
WK100 100 SF
OF2 110 SF
OF2 110 SF
OF2 110 SF WK100 100 SF
CR1 565 SF
OF2 110 SF
OF2 110 SF
OF2 110 SF
OF2 110 SF OF3 150 SF
OF4 250 SF
OF3 150 SF
OF3 150 SF MR 100 SF
OF3 150 SF
OF3 150 SF
OF2 110 SF
PT 150 LB2 500 SF
OF3 150 SF SF
OPEN WORKSTATIONS LS 250
OFFICES
TW 200 SF SF
SHARED SPACE
TW 200 SF ELEC 168 SF TM 200
SF TM 200
AC 150
JC 40 SF AB 150
JC 40 SF
SF TC 110
SF
SUPPORT SPACE SF
SF
LB1 500 SF
SGM sightli
nes maint
ained
Theater
program diagram
y
rt
pe
Lin
e
ct
ta
in
Pro
Property Line
Program on two levels
SGM Windo ws Blocked
THEATRE
Theater
BCI OFFICES
EXISTING DNI
THEATRE
Property Line
ACCESS TO SGM
DNI ENTRANCE
Program on three levels
25
Los Angeles, CA 2010
Massing and program studies eventually convinced both us and the clients that the most appropriate and efficient scheme would occupy two levels in the courtyard created by the existing cluster of buildings. We designed a multitude of schemes to present to the clients, creating sketch drawing sets and building 1/4� models of each scheme to fit into a large site model. My role on the team was as intern. I built all the models, working quickly with museum board and foam core. I did several of the drawings and diagrams and some scheme renderings, and assisted with the design. I also helped the team formulate and document the architectural and programmatic arguments used to present to the clients.
My work constituted a significant part of the materials presented to the clients at meetings. This work required a great deal of patience and flexibility, as designs would often change and require new documentation as late as the night before scheduled presentations. Client disagreements prevented the project from progressing past the concept design phase during the period of my internship. However, some of the schemes we created for this phase were still quite complex, with complicated massings, as well as glazing and circulation systems. These pages represent just a small sample of the drawings, diagrams and models I produced while working on this project.
Los Angeles, CA 2010
sectional perspectives of five schemes
2 SK-4
3 SK-6
2 SK-6
1 SK-6
Denver, CO 2013
49'-5 5/8"
6"
6"
NEW PARTIAL PANEL BENT SHEET METAL LIGHTBAND WITH CONCEALED LED ANCHORED TO MASONRY WALL
NEW BENT SHEET METAL LIGHTBAND WITH CONCEALED LED ANCHORED TO MASONRY WALL
2 SK-2
1 SK-4
SOUTH ELEVATION 0
4
2
WEST (CORNER) ELEVATION
SK-5
8 FT
12" O.C. STAGGERED HI/LOW
NEW LIGHTBAND PANEL
5"
10"
5"
1/2"
LB1
2 SK-6
NEW METAL GUARDRAILS AT LIGHTWELLS
3 SK-6
2 SK-4
ENLARGED LIGHTBAND ELEVATION 0
0.5
PIECE "A" APPROX. 12 SUCH
1 SK-6
4'-0"
PIECE "A1" ("A" OPPOSITE HAND) APPROX. 12 SUCH
1.0 FT
Commercial Tenant Improvement Denver, CO I worked on this project during the fall of 2013, with StudioTBD. This historic (1891) building on Colfax Street in downtown Denver was undergoing a major renovation to accommodate a new bar/café that on the ground and belowgrade floors. The scope of studioTBD’s contribution to this renovation was the design of several building components, including interior and exterior guardrails and a “light-band” element that was intended to serve as a unique identity marker as well as a way-finding element at the street level. As job captain for this project, I was solely responsible for the design and detailing of these pieces, which I did with some supervision from the studio principle. The budget for the light-band piece was very limited,
Studio TBD, 2013 so conservation of materials and labor were both important considerations during the design process. The light-band was designed as a series of 4’ long bent sheet metal panels with integral concealed LEDs spilling light downwards onto the surfaces of the panels. The angled planes would reflect the light in a slightly different direction, creating an interesting effect of light and shadow. The panels were sized carefully for easy and efficient fabrication from standard 4’ x 8’ stock materials. A metal brake would be used to form the required bends. A custom perforation pattern developed for laser cutting into the metal was an optional addition to the design, should the budget permit.
Denver, CO 2013
2"
Notes LB1.
LIGHTBAND PANELS TO BE 16 GA SHEET METAL BENT AS SHOWN IN DRAWINGS
LB2.
LIGHTBAND PANELS TO BE LASER CUT WITH CUSTOM PERFORATION PATTERN TO BE DETERMINED
LB3.
Z-CLIPS TO BE 4" X 4" Z-SECTIONS (Z-100)
LB4.
ALL MASONRY ANCHORS TO BE 3/8" DIA. EPOXY ANCHORS
LB5.
LED FIXTURE TO BE SLOAN SLIMLINER LOW-PROFILE OUTDOOR LINEAR LIGHTING LED FIXTURE MOUNTED WITH MANUFACTURER-PROVIDED MOUNTING CLIPS TO LIGHTBAND WITH #8 STAINLESS STEEL TEK SCREWS WITH NEOPRENE WASHERS
3"
1/2"
5"
4'-0"
1 1/2"
1 1/2"
2"
4'-0"
10"
10"
1/2"
5"
7"
4'-0"
4'-0" 4"
2 SK-7
AXONOMETRIC VIEW OF LIGHTBAND
1
NTS
SK-7
AXONOMETRIC VIEW OF LIGHTBAND PANEL NTS
SHIM AS REQUIRED TO MAINTAIN SURFACE FLUSH WITH ADJACENT PIER-MOUNTED PANELS Z-CLIP BOLTED TO MASONRY
LB3
CONCEALED LED FIXTURE MOUNTED TO LIGHTBAND
LB5
LIGHTBAND PANEL LB1 BOLTED TO Z-CLIP
SHIM AS REQUIRED TO MAINTAIN SURFACE FLUSH WITH ADJACENT PIER-MOUNTED PANELS LB4
LB2
Z-CLIP BOLTED TO MASONRY
LB3
CONCEALED LED FIXTURE MOUNTED TO LIGHTBAND
LB5
LIGHTBAND PANEL LB1 BOLTED TO Z-CLIP
LIGHTBAND BEYOND
CONCEALED LED FIXTURE MOUNTED TO LIGHTBAND
LB4
LB5
LIGHTBAND LB1 PANEL BOLTED LB2 TO MASONRY PIER
LB2
LIGHTBAND BEYOND
LB4
LIGHTBAND BEYOND
MASONRY PIER MASONRY PIER BEYOND
1 SK-6
MASONRY BEYOND
SECTION THROUGH LIGHTBAND AT INSET 0
0.50
1.00 FT
2 SK-6
3
SECTION THROUGH LIGHTBAND AT INSET 0
0.50
SK-6
1.00 FT
SECTION THROUGH LIGHTBAND AT MASONRY PIER 0
0.50
1.00 FT
4'-0" 4'-0" X 1'-2" SHEET METAL
LB1
4' X 8’ 16 GA. SHEET METAL
LB2
LINE OF VALLEY FOLDS (TYP.) 4'-0"
PANEL 2
5"
PANEL 3
5"
7"
1'-2"
3"
2"
1 1/2" 1/2"
PANEL 1
UNFOLDED LIGHTBAND PANEL
4'-0" LINE OF RIDGE FOLD
UNFOLDED LIGHTBAND PANEL "A"
SK-7
0.50
1.00 FT
PANEL 4
0
8'-0"
3
4'-0"
BEND METAL AT DASHED LINES
PANEL 6
1"
1'-2"
PANEL 5
CUSTOM PERFORATION PATTERN TO BE LASERCUT
1"
1" CLEARANCE AROUND PANEL PERIMETER
2 SK-8
1"
UNFOLDED LIGHTBAND PANEL “A¹” WITH LASER CUTTING PATTERN
1 SK-8
LAYOUT OF LIGHTBAND PANELS ON 4' X 8' SHEET
Denver, CO 2013
1-1/4” X 1-1/4” TUBE STEEL RAIL ANCHORED AT MASONRY JAMB W/ 1/4” THICK STEEL PLATE
8'-8 1/4"
5"
1/2" X 1/2" PICKETS
4" MAX.
EQ TYP
4" MAX
3"
3'-6" MIN
EQ EQ TYP TYP
EQ TYP
WT2 X 6.5 GUARD POST
ADJUST FOR SLOPE
1-1/4” X 1-1/4” TUBE STEEL RAIL ANCHORED AT MASONRY JAMB
ENLARGED ELEVATION AT EXTERIOR RAILING 1
2
3 FT
NEW 3 X 2 X 1/16" STEEL GUARD RAIL 8'-4" 3'-4"
EXISTING COLUMN
3'-0" NEW GUARD PANEL ASSEMBLY WITH WOVEN WIRE MESH SKEWED WITHIN FRAME FOR OBLIQUE EFFECT
2 SK-7
WT3X7.5 RAIL POST
4"
2'-6"
2'-8"
3'-6"
6"
4"
4"
L3 X 3 X 0.1875 TAB BRACKETED TO COLUMN
NEW GUARD PANEL ASSEMBLY WITH WOVEN WIRE MESH SKEWED WITHIN FRAME FOR OBLIQUE EFFECT
FF MAIN LEVEL 9'-9"
14'-1"
EXISTING SOFFIT AT UNDERSIDE OF MAIN LEVEL FLOOR
7'-
7" 4"
1 -7 SK
1'-
1'-
6"
10
6"
1/2 "
EXISTING STAIR
1'-
4"
/2"
"
4"
81
0 1'-
3'-6" MIN
NEW GUARD PANEL ASSEMBLY WITH WOVEN WIRE MESH SKEWED WITHIN FRAME FOR OBLIQUE EFFECT NEW HANDRAIL ON BOTH SIDES OF STAIRS - MAINTAIN MINIMUM 3'-4" CLEARANCE TO WALL 8 SK-7
3'-
0" 3'-
6"
0
4"
'11
0"
NEW 3 X 2 X 1/16" STEEL GUARD RAIL
3'-0"
2 SK-2
3/8" THICK STEEL PLATE ANCHORED TO CONCRETE
Metal guardrails were required at the exterior at 3 lightwells set into the sidewalk against the front facade of the building as well as interior railings at the stairway between the ground and sub-grade floors of the bar. Both sets of railings were designed as assemblies of readily-available stock metal profiles. The exterior railings were designed as an updated riff on the existing, although somewhat deteriorated iron picket guardrails. 1/2” pickets are supported by structural tube steel horizontal supports that stop short of forming a perimeter frame, only lightly touch the WT post at the center of the span. The interior railing design was driven by a tactile discovery made on a visit to the metal fabrication shop, when a sample piece of woven wire mesh produced an interesting, oblique effect when skewed by hand. Panels of woven wire mesh, skewed accordingly, were secured in frames assembled from stock steel bars and angles. These framed panels are supported at intervals by WT posts. The perimeters of the frames surrounding the panels are unfinished, exposing the edges of the wire mesh, “revealing” the assembly.
EXTEND EXISTING LOW WALL ALIGN EDGE WITH HANDRAIL
2'-
2"
FF BASEMENT
1 SK-6
GUARDRAIL ELEVATION
0'
Denver, CO 2013
NEW 2 X 3 X 1/16" STEEL GUARD RAIL NEW HANDRAIL AND BRACKET MAINTAIN REQUIRED CLEARANCES
1 1/2"
5 SK-7
4 SK-7 NEW WOVEN METAL MESH GUARD PANEL ASSEMBLY NEW WT3 X 7.5 POST ANCHORED AT TOP OF LOW WALL L1.5 X 1.5 X 0.125 1 1/2" 3 SK-7
CONTINUOUS STEEL PLATE FRAME POP RIVET FASTENER AT 12" O.C. WOVEN METAL MESH INFILL PANEL
1 1/2"
6 SK-7
STEEL PLATE FRAME BEYOND
8 SK-7
EXISTING STAIR TREAD EXISTING STAIR STRINGER
1
SECTION THROUGH BASEMENT STAIR RAILING
SK-7
0
1
2
5
DETAIL SECTION AT TOP OF PANEL 0
SK-7
3 FT
0.5
1.0 FT
NEW 2 X 3 X 1/16" STEEL GUARD RAIL
5 SK-7
EXISTING COLUMN
4 SK-7
NEW WOVEN METAL MESH GUARD PANEL ASSEMBLY NEW WT3 X 7.5 POST ANCHORED WITH 3/8" STEEL PLATE AT FLOORBOARD
BACK FLANGE OF WT POST STEEL PLATE FRAME BEYOND WOVEN METAL MESH INFILL PANEL
6 SK-7
POP RIVET FASTENER AT 12" O.C.
2
SECTION THROUGH FIRST FLOOR GUARD RAIL
SK-7
0
1 1/2" WIDE CONTINUOUS STEEL PLATE FRAME
1 1/2"
3 SK-7
1
2
6
DETAIL SECTION AT BOTTOM OF PANEL
SK-7
3 FT
0
0.5
4" X 7" X 3/8" STEEL PLATE BOLTED TO TOP PLATE AT LOW WALL
1.0 FT
WT3 X 7.5 POST WELDED AT BASE TO STEEL PLATE
WT3 X 7.5 POST WELDED TO STEEL PLATE
4" X 7" X 3/8" STEEL PLATE BOLTED TO WOOD BLOCKING AT TOP PLATE OF WALL - COUNTERSINK BOLTS FLUSH WITH SURFACE OF PLATE
POP RIVET FASTENER AT 12" O.C. WOVEN METAL MESH INFILL PANEL
WOOD BLOCKING BOLTED TO METAL CHANNEL TOP PLATE AT LOW WALL NEW HEAY-GAUGE METAL CHANNEL TOP PLATE AT LOW WALL
STEEL PLATE FRAME BEYOND 1 1/2"
3 SK-7
1 1/2" WIDE CONTINUOUS STEEL PLATE FRAME
PLAN DETAIL THROUGH INFILL PANELS & POST 0
0.5
1.0 FT
7 SK-7
DETAIL AT POST ANCHORAGE 0
0.5
1.0 FT
1/2" GYP BOARD COLUMN ENCLOSURE FURRED OUT AS NECESSARY TO MAKE FLUSH WITH ADJACENT LOW WALL EXISTING 4" DIA. COLUMN BRACKET ATTACHMENT TO COLUMN POP RIVET FASTENER AT 12" O.C.
4" MAX
L3 X 3 X 0.1875 TAB BRACKETED TO COLUMN
WOVEN METAL MESH INFILL PANEL WOVEN METAL MESH INFILL PANEL 1 1/2" WIDE CONTINUOUS STEEL PLATE FRAME
STEEL PLATE FRAME BEYOND
1 1/2"
POP RIVET FASTENER AT 12" O.C.
1 1/2" WIDE CONTINUOUS STEEL PLATE FRAME
4 SK-7
PLAN DETAIL THROUGH INFILL PANEL FRAMES 0
0.5
1.0 FT
8 SK-7
PLAN DETAIL AT BASEMENT COLUMN 0
0.5
1.0 FT
Long Beach, CA 2006
Residential Addition with Solar Panels Long Beach, CA I worked on this project, a small residential addition, in 2006 with Adam Wheeler Design. The clients, who owned a modest mid-century modern home in Long Beach, CA, wanted to build a small solarium adjacent to the master bedroom at the back of the house. The solarium was intended as a peaceful space for relaxation and reading. The project design was thus inspired by traditional the Japanese tea house, as a quiet space for meditation and contemplation. The clients had an interest in sustainable design, and we agreed to design the solarium roof as a site for photovoltaic panels to provide the house with solar energy. We selected integrated photovoltaic roof shingles and subsequently angled the roof of the solarium to optimize sun exposure.
Adam Wheeler Design, 2006 The angle of the roof was also carefully designed to minimize the impact of the connection to the existing roof eave. As a junior designer on the project, I took a lead role in researching and creating an economic and environmental argument for the photovoltaics. I gathered information about the household’s typical energy usage, the production capacity of the photovoltaic shingles and the roof area necessary for the appropriate number of cells. I also researched the cost of installation, as well as the tax incentives provided by local, state and federal government to encourage solar energy. I also contributed significantly to the design, and, with supervision, generated and coordinated multiple drawing sets for the project.
Long Beach, CA 2006
framing plan
Fujian, China 2010
Competition Entry Science Museum Fujian, China I participated on the team for this project, a 22,000 m² science museum and exhibition hall in Fujian, China, in June, 2010, with Michael Maltzan Architecture. This project was a proposal for a competition that the office had entered in partnership with a firm in China. The proposed site for the science museum, in Fujian, China, lies near the border with Taiwan, in an area that is undergoing intense development encouraged by the Chinese government. The science museum would be just one of a number of large, institutional buildings recently completed or currently in construction in the immediate area. The formal concept of the building was three roughly triangular program blocks arranged to form a larger triangu-
Michael Maltzan Architecture, 2010 lar building, with the gaps between the three blocks forming a large, spectacular lobby/atrium space in the center of the building. A translucent glass skin, broken up by an irregular grid of mullions created an alluring, textured skin. A team of 5 developed this project. I helped to design the skin pattern with 1 other team member. I also helped to develop the building entry, as well as the system of circulation bridges connecting the three major blocks of program on all 5 levels of the building. I incorporated the different elements of the design developed by all members of the team into one digital model, making adjustments where necessary, and created renderings of the overall building as well as several specific views of the interior spaces.
Fujian, China 2010
Huntington Beach, CA 2006
Residential Renovation Huntington Beach, CA I worked on this project, a residential renovation, in 2006 with Adam Wheeler Design. The house, located in Huntington Beach, CA, was spacious, but felt cramped because of excessive partitions in the kitchen, living room and dining room. The clients liked to entertain, and wanted to use their house to exhibit revolving artwork exhibits, and to throw gallery opening-style parties. They wanted to open up the entry, create an open floor plan, and create a wood deck in the front of the house that could be accessed from the living room and would be a seamless addition to their entertaining area. The centerpiece of the renovation was a custom-designed fireplace and hearth that would sit at the center of the
Adam Wheeler Design, 2006
kitchen, living room and dining room area, providing subtle spatial definition for those three areas. The project also included a significant kitchen remodel. As junior designer, I generated the as-built drawings and assisted with design through all phases of the project, from pre-schematic to construction documents. With supervision, I prepared and coordinated all the drawing sets and incorporated details and notes from the structural engineer into our drawing sets. I also found and established communication with the custom fireplace contractor and helped coordinate communication between the general contractor and the fireplace contractor. Construction on this project was completed in October, 2006.
Huntington Beach, CA 2006
Huntington Beach, CA 2006
10
9
ENLARGED PLAN FIREPLACE
SECTION AT FIREPLACE
8
FIREPLACE WEST ELEVATION
Huntington Beach, CA 2006
fireplace details
7
4
2
FIREPLACE NORTH ELEVATION
6
SECTION DETAIL AT FIREPLACE/WALL
PLAN DETAIL AT STONE WALL ENDS
3
1
FIREPLACE SOUTH ELEVATION
SECTION DETAIL AT HEARTH/STONE WALL
SECTION DETAIL AT FIREPLACE HEARTH
Rae Solomon do.rae.mi@gmail.com