professional architectural portfolio

portfolio of professional work

RAE SOLOMON

CONTENTS

Competition Entrymuseum

pavilion

Concept Designinstitutional

Schematic Designcommercial/residential

residential

Design Developmentcommercial components

residential

Construction Documentsresidential

historic facade restoration

facade restoration

4

6

10

16

22

26

30

32

36

40

4COMPETITION ENTRYscience museum and exhibition hall

phase competition entry

I participated on the team for this project, a 22,000 m 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 Chi-nese government. The science museum would be just one of a number of large, institutional buildings recently complet-ed 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-

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 circula-tion bridges connecting the three major blocks of program on all 5 levels of the building. I incorporated the different ele-ments of the design developed by all members of the team into one digital model, making adjustments where neces-sary, and created renderings of the overall building as well as several specific views of the interior spaces.

5phase competition entry

6 phase competition entry

COMPETITION ENTRYworld expo pavilion

I worked with a small team on this project, a 6500 m 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 citys perimeter inspired the expos 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

? ? ?

600300 9000

mmm

0 300 600 900

a major problem for todays 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 artifi-cial reef, helping to rehabilitate Yeosus harbor by providing habitat for sea creatures. During the long decay, the pavilion would constantly change its shape, collapsing in an unpre-dictable 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.

area plan


m

0 20 40 60

floor plan

8 phase competition entry


elevations at 1 month

foundation axonometric

elevations at 3 months

10

CONCEPT DESIGN

phase concept design

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 pre-sented 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 bal-ance 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

institutional building additionbeen built in the 1970s in a nondescript corporate style.

The second major challenge we faced was in negotiat-ing the competing desires of a heterogeneous client group. The direct client, a prominent neuroscientist, supported our efforts to propose an innovative, progressive design. How-ever, 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 manipu-late.

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 rap-idly, justifying each scheme with strong argumentation.

site rendering

11phase concept design

WK4040 SF WK5050 SF

WK5050 SF WK5050 SF

WK5050 SF WK5050 SF

WK5050 SF

WK5050 SF WK5050 SF

WK5050 SF

WK5050 SF WK5050 SF

WK5050 SF

WK8080 SF

WK8080 SF

WK8080 SF

WK8080 SF

WK8080 SF

WK8080 SF

OF190 SF

OF2110 SF

OF2110 SFOF2

110 SFOF2

110 SFOF2110 SF

OF2110 SF

OF2110 SF

OF2110 SF

OF2110 SF

OF3150 SF

OF3150 SF

OF3150 SF

OF3150 SF

OF3150 SF

OF3150 SF

AC150 SF

AB150 SF

LB1500 SF

OF2110 SF

PT150 SF

TW200 SF

TW200 SF

ELEC168 SF JC

40 SF

JC40 SF

TC110 SF

TM200 SF

TM200 SF

LS250 SF

OF190 SF

WK4040 SF

WK4040 SF

WK4040 SF

WK4040 SF

WK4040 SF

WK100100 SF

OF4250 SF

OF4250 SF

Drylab

WK100100 SF

MR100 SF

OF2110 SF

LB2500 SF

CR1565 SF

OPEN WORKSTATIONS

OFFICES

SHARED SPACE

SUPPORT SPACE

Property Line

Theater

Program on one level

Property Line

Theater

Property Line

Theater

Prop

erty

Line

intac

t

SGM sightlines maintained

Program on two levels

Program on three levels

SGM Windows Blocked

Property Line

TheaterTHEATRE

THEATRE

BCI OFFICES

ACCESS TO SGM DNI ENTRANCE

EXISTING DNI

massing studies

program diagram

12

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 pro-grammatic arguments used to present to the clients.

phase concept design

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 pro-gressing 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, dia-grams and models I produced while working on this project.

13phase concept design

sectional perspectives of five schemes

16

SCHEMATIC DESIGN

phase schematic design

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 De-troit, Michigan, adjacent to the still new Museum of Contem-porary 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 build-ing, 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 projects situation in the economically devastated city of Detroit meant that sticking to the modest budget was

commercial and residential projectan important concern to all. The building is therefore some-what sober in form. The art of the design lies in the com-plexity 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 ameni-ties, such as balconies, roof decks and extremely generous square footage.

As a junior designer, I was responsible for generat-ing 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.

17phase schematic design

1

2

MID-MED LOFTSCOMMERCIAL/RESIDENTIAL

MIDTOWN CAFE

RESIDENTIAL

PUBLIC LIGHTING COMMISSION

RESIDENTIAL

RESIDENTIAL

VACANTRESIDENTIAL

MOCAD71 GARFIELD VACANT RESIDENTIAL

GARFIELD LOFTSCOMMERCIAL/RESIDENTIAL

VACANT CHURCH

ZACHARY ASSOCIATES OFFICES

GR NNAMDIGALLERY

CHURCHS CHICKEN

3

PROPOSED 74 GARFIELDCOMMERCIAL/RESIDENTIAL

PROPOSEDCOMMERCIAL/RESIDENTIAL

PROPOSEDPARKING STRUCTURE

IN CONSTRUCTION 71 GARFIELD COMMERCIAL/RESIDENTIAL

4




RESIDENTAIL

MIXED RESIDENTIAL/COMMERCIAL

RESIDENTIAL AND MIXED RESIDENTIAL/COMMERCIAL USES


MID-MED LOFTSCOMMERCIAL/RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

5



COMMERCIAL USES


ZACHARY ASSOCIATES OFFICES

GR NNAMDIGALLERY

CHURCHS CHICKEN

MIDTOWN CAFE


COMMERCIAL

6

MOCADPROPOSED 74 GARFIELDCOMMERCIAL/RESIDENTIAL


INSTITUTIONAL AND COMMERCIAL ARTS USES

GR NNAMDIGALLERY


INSTITUTIONAL ARTS

COMMERCIAL ARTS

TO JOHN R STREETGARFIELD STREET

74 GARFIELD COMMERCIAL/RESIDENTIAL MOCAD

GARFIELD LOFTS COMMERCIAL/RESIDENTIAL71 GARFIELD COMMERCIAL/RESIDENTIALPROPOSED COMMERCIAL/RESIDENTIAL

VACANT RESIDENTIALRESIDENTIAL

TO WOODWARD AVENUE

18 phase schematic design


01 WALL SECTION

02 WALL SECTION DETAIL

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

wall section and details

22

SCHEMATIC DESIGNresidential addition and renovation

phase schematic design

I worked on this project, a residential addition and renovation, in 2006 with Adam Wheeler Design. The clients owned a modest ranch house in the Cheviot Hills neighbor-hood of Los Angeles. They wanted to add a second storey to the house to create more space for their growing family.

The upstairs addition was conceived as a discrete childrens area of the house. The program called for two childrens bedrooms, a play area, and a guest/nannys suite on the second floor. The ground level was to be transformed into a more serene adult space, with the master bedroom, office, kitchen and entertaining areas. The project scope also included a significant kitchen remodel.

We studied different massing and shaping schemes, searching for a solution for the second floor addition that would meet the programmatic needs of our clients without overwhelming the existing house. We also looked for ways to transform both the existing house and addition to unify the two parts and create one coherent building.

As junior architectural designer, my responsibilities for this project included generating a set of as-built draw-ings, contributing to multiple design schemes, and building models. With guidance and supervision, I also generated and coordinated the schematic design drawing set for this project.


second floor plan


first floor plan

26

DESIGN DEVELOPMENTcommercial building components

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 ac-commodate a new bar/caf that on the ground and below-grade floors. The scope of studioTBDs 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,

phase design development

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.

ENLARGED LIGHTBAND ELEVATION2SK-4 0 0.5 1.0 FT

3SK-6

1SK-6

12" O.C. STAGGERED HI/LOW 2 SK

-6

4'-0"

10"

1/2

"

5"5"

PIECE "A"APPROX. 12 SUCH

PIECE "A1" ("A" OPPOSITE HAND)APPROX. 12 SUCH

NEW LIGHTBAND PANELLB1

SOUTH ELEVATION1SK-4

NEW BENT SHEET METAL LIGHTBAND WITH CONCEALED LED ANCHORED TO MASONRY WALL

0 4 8 FT

2SK-42

SK

-61S

K-6 3

SK

-6

49'-5 5/8"

2SK-2NEW METAL

GUARDRAILS AT LIGHTWELLS WEST (CORNER) ELEVATION2

SK-5

NEW PARTIAL PANEL BENT SHEET METAL LIGHTBAND WITH CONCEALED LED ANCHORED TO MASONRY WALL

6"6"

27phase design development

Notes

LB1.

LB2.

LB3.

LB4.

LB5.

LIGHTBAND PANELS TO BE 16 GA SHEET METAL BENT AS SHOWN IN DRAWINGS

LIGHTBAND PANELS TO BE LASER CUT WITH CUSTOM PERFORATION PATTERN TO BE DETERMINED

Z-CLIPS TO BE 4" X 4" Z-SECTIONS (Z-100)

ALL MASONRY ANCHORS TO BE 3/8" DIA. EPOXY ANCHORS

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

SECTION THROUGH LIGHTBAND AT INSET 1SK-6

MASONRY PIER

BEYOND

0 0.50 1.00 FT

CONCEALED LED FIXTURE MOUNTED TO LIGHTBAND

Z-CLIP BOLTED TO MASONRY

LIGHTBAND PANEL BOLTED TO Z-CLIP

LB5

LB3

LB1

LB4

SHIM AS REQUIRED TO MAINTAIN SURFACE FLUSH WITH ADJACENT PIER-MOUNTED PANELS

LIGHTBAND BEYOND

LB2


Z-CLIP BOLTED TO MASONRY

LIGHTBAND PANEL BOLTED TO Z-CLIP

SECTION THROUGH LIGHTBAND AT INSET2SK-6

LB5

LB3

LB1

LB4

SHIM AS REQUIRED TO MAINTAIN SURFACE FLUSH WITH ADJACENT PIER-MOUNTED PANELS

0 0.50 1.00 FT

LIGHTBAND BEYOND

LB2

MASONRYBEYOND

SECTION THROUGH LIGHTBAND AT MASONRY PIER3SK-6 0 0.50 1.00 FT

MASONRY PIER


LIGHTBAND PANEL BOLTED TO MASONRY PIER

LB5

LB1 LB4

LIGHTBAND BEYOND

LB2

UNFOLDED LIGHTBAND PANEL "A"3SK-7

4'-0"

1'-2

"

1/2"

1 1/

2"2"

3"7"

4'-0"

5"5"

4'-0" X 1'-2" SHEET METAL

LINE OF VALLEY FOLDS (TYP.)

LINE OF RIDGE FOLD

0 0.50 1.00 FT

LB1 LB2

UNFOLDED LIGHTBAND PANEL A WITH LASER CUTTING PATTERN2SK-8

4'-0"BEND METAL AT DASHED LINES

CUSTOM PERFORATION PATTERN TO BE LASERCUT

1"1"

1"

1" CLEARANCE AROUND PANEL PERIMETER

1'-2

"

AXONOMETRIC VIEW OF LIGHTBAND PANELNTS

1

SK-7

4'-0"

10"

1/2"

1 1/

2"

2"

5"5"

4'-0"

AXONOMETRIC VIEW OF LIGHTBANDNTS

2

SK-7

10"

3"

4"

4'-0"

4'-0"

2"

1 1/

2"

1/2"

7"

4'-0"

8'-0

"

LAYOUT OF LIGHTBAND PANELS ON 4' X 8' SHEET1SK-8

PAN

EL 1

PAN

EL 2

PAN

EL 3

PAN

EL 4

PAN

EL 5

PAN

EL 6

4' X 8 16 GA. SHEET METAL

UNFOLDED LIGHTBAND PANEL

28

GUARDRAIL ELEVATION1SK-6

FF BASEMENT0'

FF MAIN LEVEL9'-9"

EXISTING STAIR

NEW GUARD PANEL ASSEMBLY WITH WOVEN WIRE MESH SKEWED WITHIN FRAME FOR OBLIQUE EFFECT

EXISTING SOFFIT AT UNDERSIDEOF MAIN LEVEL FLOOR

8SK-7

2S

K-7

1SK-7

3'-4"

3'-0"

4"

3'-6

"

3'-6

" MIN

3'-4"

3'-0"

4"

EXISTING COLUMN

NEW 3 X 2 X 1/16" STEEL GUARD RAIL



NEW HANDRAIL ON BOTH SIDESOF STAIRS - MAINTAIN MINIMUM

3'-4" CLEARANCE TO WALL

3'-0

"6"

4"

1'-10 1/2"

4"

1'-6"

2'-2"

1'-0"

6"

1'-8 1/2"

EXTEND EXISTING LOW WALL -ALIGN EDGE WITH HANDRAIL

4"2'

-8"

4"


WT3X7.5 RAIL POST

6"2'

-6"

L3 X 3 X 0.1875 TAB BRACKETED TO COLUMN

11'-0"

14'-1"

8'-4"

7'-7"

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 exte-rior 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 form-ing 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.

ENLARGED ELEVATION AT EXTERIOR RAILING2SK-2

WT2 X 6.5 GUARD POST 1-1/4 X 1-1/4 TUBE STEEL RAIL ANCHORED AT MASONRY JAMB

1-1/4 X 1-1/4 TUBE STEEL RAIL ANCHORED AT MASONRY JAMB W/ 1/4 THICK STEEL PLATE 1/2" X 1/2" PICKETS

3/8" THICK STEEL PLATE ANCHORED TO CONCRETE

3'-6

" MIN

4" M

AX

4" MAX.

5"

8'-8 1/4"

EQ EQ EQEQTYPTYP

3"

ADJUST FOR SLOPE

0 1 2 3 FT

TYP TYP

29

DETAIL SECTION AT TOP OF PANEL5SK-7

L1.5 X 1.5 X 0.125

POP RIVET FASTENER AT 12" O.C.

CONTINUOUS STEEL PLATE FRAME

WOVEN METAL MESH INFILL PANEL

STEEL PLATE FRAME BEYOND

1 1/

2"

1 1/2"

0 0.5 1.0 FT

DETAIL SECTION AT BOTTOM OF PANEL6SK-7


1 1/2" WIDE CONTINUOUS STEEL PLATE FRAME



1 1/2

"

BACK FLANGE OF WT POST

0 0.5 1.0 FT

DETAIL AT POST ANCHORAGE7SK-7

WT3 X 7.5 POST WELDED AT BASE 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

WOOD BLOCKING BOLTED TO METAL CHANNEL TOP PLATE AT LOW WALL

NEW HEAY-GAUGE METAL CHANNEL TOP PLATE AT LOW WALL

0 0.5 1.0 FT

PLAN DETAIL AT BASEMENT COLUMN8SK-7

EXISTING 4" DIA. COLUMN

1/2" GYP BOARD COLUMN ENCLOSURE FURRED OUT AS NECESSARY TO MAKE FLUSH WITH ADJACENT LOW WALL

BRACKET ATTACHMENT TO COLUMN

WOVEN METAL MESH INFILL PANEL1 1/2" WIDE CONTINUOUS STEEL PLATE FRAMEPOP RIVET FASTENER AT 12" O.C.

0 0.5 1.0 FT

L3 X 3 X 0.1875 TAB BRACKETED TO COLUMN

SECTION THROUGH BASEMENT STAIR RAILING 1SK-7

EXISTING STAIR STRINGER

NEW WT3 X 7.5 POST ANCHORED AT TOP OF LOW WALL

NEW WOVEN METAL MESH GUARD PANEL ASSEMBLY

NEW HANDRAIL AND BRACKETMAINTAIN REQUIRED CLEARANCES1 1/2"

EXISTING STAIR TREAD

0 1 2 3 FT


3SK-7

5SK-7

6SK-7

4SK-7

8SK-7

PLAN DETAIL THROUGH INFILL PANELS & POST3SK-7



1 1/2"



WT3 X 7.5 POST WELDED TO STEEL PLATE

4" X 7" X 3/8" STEEL PLATE BOLTED TO TOP PLATE AT LOW WALL

0 0.5 1.0 FT

PLAN DETAIL THROUGH INFILL PANEL FRAMES4SK-7



1 1/2"



4" MAX

0 0.5 1.0 FT

SECTION THROUGH FIRST FLOOR GUARD RAIL2SK-7

3SK-7

0 1 2 3 FT

NEW WT3 X 7.5 POST ANCHORED WITH 3/8" STEEL PLATE AT FLOORBOARD

NEW WOVEN METAL MESH GUARD PANEL ASSEMBLY


EXISTING COLUMN5

SK-7

6SK-7

4SK-7

30

DESIGN DEVELOPMENTresidential addition with photovoltaics

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 bed-room 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 teh house with solar energy. We selected integrated photovoltaic roof shingles and subsequently angled the roof of the solarium to optimize sun exposure.

phase design development

The angle of the roof was also carefully designed to minimize the impact of teh 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 households typical energy usage, the production capac-ity 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 en-ergy. I also contributed significantly to the design, and, with supervision, generated and coordinated multiple drawing sets for the project.

31phase design development

framing plan

32

CONSTRUCTIONDOCUMENTS residential renovation

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-de-signed fireplace and hearth that would sit at the center of the

phase construction documents

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 incorpo-rated 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 com-pleted in October, 2006.

33phase construction documents

34

10ENLARGED PLAN FIREPLACE

9 SECTION AT FIREPLACE 8FIREPLACEWEST ELEVATION


35

7FIREPLACENORTH ELEVATION 6

FIREPLACESOUTH ELEVATION

4SECTION DETAIL AT FIREPLACE/WALL 3

SECTION DETAIL AT HEARTH/STONE WALL

2PLAN DETAIL ATSTONE WALL ENDS 1

SECTION DETAIL ATFIREPLACE HEARTH


fireplace details

36

CONSTRUCTIONDOCUMENTS historic facade restoration

I worked on this major historic facade restoration of the Williamsburg Savings Bank Tower - a 37 story major histori-cal 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 in-terior 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 to restore the building to a water-tight state. We produced the construction documents and admin-istered the construction contract.

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 submissio to the City of New Yorks Landmarks Preservation Committee.

The project was complicated by the buildings numer-ous terrace setbacks, height and exposure, as well as the unusual thickness of the solid masonry walls.

1STFLOOR

"A"MEZZANINE

"B"MEZZANINE

"C"MEZZANINE

"D"MEZZANINE

6TH FLOOR

7THFLOOR

8THFLOOR

9THFLOOR

10THFLOOR

11THFLOOR

12THFLOOR

13THFLOOR

14THFLOOR

15THFLOOR

16THFLOOR

17THFLOOR

18THFLOOR

19THFLOOR

20THFLOOR

21STFLOOR

22NDFLOOR

23RDFLOOR

24THFLOOR

25THFLOOR

26THFLOOR

27THFLOOR

28THFLOOR

29THFLOOR

30THFLOOR

31STFLOOR

32NDFLOOR

33RDFLOOR

34THFLOOR

35THFLOOR

36THFLOOR

37THFLOOR

38THFLOOR

39THFLOOR

40TH FLOOR

TO DOME

ROOF 41STFLOOR

C C

CC

RAISE TERRACE DOOR WHERE DIRECTED BYTHE ARCHITECT (SEE DRAWING 5/A-304). INSTALLNEW SILL PAN AT TERRACE DOOR INCLUDINGALL BASE FLASHINGS AND REPAIRS TO ROOFINGAND ROOF FINISHES AS DETAILED (SEE DRAWING4/A-304). CAULK ENTIRE PERIMETER OF TERRACEDOOR (TYP. ALL TERRACE DOORS)

4A-302

AT PARAPET ABOVE ARCHES AT THE 34TH FLOORLEVEL, INSTALL NEW ALUMINUM CAP AS DETAILED(SEE DETAILS 4/A-303, 5/A-303 & 6/A-303)

AT THE 26TH & 32ND FLOORS, INSTALL NEW CUT-OFFFLASHING AT THE BASE OF ALL COLUMNS AND TIECOPPER INTO COLUMN WITH LIQUID MEMBRANEFLASHINGS SEE 1/A-303 (TYP.)

REPAIR LINTEL & SPANDREL INCLUDINGALL FLASHINGS AND MASONRY REMOVALAND RESETTING. CAULK ENTIRE PERIMETEROF WINDOW (TYP.)

7A-302

TYP.

TYP.

1A-303

C C C

C C C

C C C

C C

1STFLOOR

"A"MEZZANINE

"B"MEZZANINE

"C"MEZZANINE

"D"MEZZANINE

6TH FLOOR

7THFLOOR

8THFLOOR

9THFLOOR

10THFLOOR

11THFLOOR

12THFLOOR

13THFLOOR

14THFLOOR

15THFLOOR

16THFLOOR

17THFLOOR

18THFLOOR

19THFLOOR

20THFLOOR

21STFLOOR

22NDFLOOR

23RDFLOOR

24THFLOOR

25THFLOOR

26THFLOOR

27THFLOOR

28THFLOOR

29THFLOOR

30THFLOOR

31STFLOOR

32NDFLOOR

33RDFLOOR

34THFLOOR

35THFLOOR

36THFLOOR

37THFLOOR

38THFLOOR

39THFLOOR

40THFLOOR

TO DOME

ROOF 41STFLOOR

LEAK INTO APT. 18G TO BE FURTHERWATER TESTED PRIOR TO REPAIRS.

C C

AT PARAPET ABOVE ARCHES AT THE 34TH FLOORLEVEL, INSTALL NEW ALUMINUM CAP AS DETAILED

REPAIR LINTEL & SPANDREL INCLUDINGALL FLASHINGS AND MASONRY REMOVALAND RESETTING. CAULK ENTIRE PERIMETEROF WINDOW (TYP.)4A-302

AT THE 26TH & 32ND FLOORS, INSTALL NEW CUT-OFFFLASHING AT THE BASE OF ALL COLUMNS AND TIECOPPER INTO COLUMN WITH LIQUID MEMBRANEFLASHINGS SEE 1/A-303 (TYP.)

1A-303

TYP.

LEGEND

SECTION/DETAIL NUMBER

SECTION/DETAIL DESIGNATION

DRAWING SHEET NUMBER

ELEVATION NUMBER

ELEVATION DESIGNATION


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 INDICATEDFLOOR LEVEL, INCLUDING LIQUID MEMBRANE COLUMN TIE-IN

APARTMENT LEAK REQUIRING FURTHER INVESTIGATIONDURING CONSTRUCTION PHASE

REMOVE DETERIORATED SEALANT AT WINDOW AND/OR DOOR PERIMETER AND INSTALL NEW SEALANT WITH BACKER ROD.C

phase historic restoration construction documents

37

INSTALL NEW THROUGH-WALLCAP FLASHING AT PARAPET WALLAS DETAILED - (TYP.)

INSTALL NEW THROUGH-WALLCAP FLASHING AT BUILDINGSETBACK WALL AS DETAILED - (TYP.)

3A-301

3A-301

1A-102

6A-301

5A-301

6A-301

2A-301

2A-301

1A-301

6A-301

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

AT 8" WALLS OF 26TH FLOORCROSSOVER, INSTALLTHROUGH-WALL CAP FLASHINGAS DETAILED

1A-303

TYP.

AT PARAPET ABOVE ARCHES ON34TH FLOOR LEVEL, INSTALL NEWLEAD-COATED COPPER CAPFLASHINGS AS DETAILED - (TYP.)

4A-303

5A-303

6A-303

RAISE SERVICE DOOR APPROX.3"-4", AS REQUIRED AND INSTALLNEW DOOR PAN INCLUDING BASEFLASHINGS AND REPAIRS TOROOFING AND ROOF FINISHES ASDETAILED & SPECIFIED. BUILD NEWCAST-IN-PLACE STEP AS REQUIREDAT INTERIOR OF CROSSOVER

1A-204

1A-201

1A-202

1A-202

MECHANICALEQUIPMENT

MECHANICALEQUIPMENT

AT THE 24TH FLOOR WINDOW LEDGE, CONTRACTORTO REMOVE 1 SAMPLE WINDOW, INCLUDING REMOVALAND RESETTING OF TERRA COTTA STONES, INSTALLWINDOW SILL FLASHING, AS DIRECTED BY THE ARCHITECT.DETAIL TO BE PROVIDED BY THE ARCHITECT AFTER THEWINDOW HAS BEEN REMOVED AND FIELD CONDITIONS VERIFIED.FOLLOWING REPAIRS TO SAMPLE, WINDOW TO BE WATER TESTEDAND SUCCESSFUL DETAIL TO BE REPEATED AT REMAINING24TH FLOOR WINDOWS ON THE EAST FACADE IN THE A & B LINES

INSTALL ALUMINUM CAP; TUCK INTO REGLET AS DETAILED

INSTALL NEW LEAD-COATED COPPER CAP FLASHING ATPARAPET AS DETAILED AND SPECIFIED

LEGEND

SECTION/DETAIL NUMBER

SECTION/DETAIL DESIGNATION


ELEVATION NUMBER

ELEVATION DESIGNATION


INSTALL NEW COPPER CAP FLASHING AT BUILDING SETBACK WALLS AS DETAILED

INSTALL NEW COPPER THROUGH-WALL CAP FLASHING AT PARAPET WALLS AS DETAILED

NEW 16 OZ 2-PIECE COPPERTHROUGH-WALL FLASHING.STEP IN 3 WYTHES & SEALALL PENETRATIONS WITHMASTIC

EXISTING ROOFING, BASE FLASHING, KICK-PLATE AND ROOF FINISH TO REMAIN - PROTECT DURING WORK.

MORTAR ALLCOLLAR JOINTS SOLID

NEW 1/4" O.D. WEEPTUBES AT 16" O.C.

REMOVE UP TO 5 COURSES OF MASONRY AND SHORE PARAPET AS REQUIRED TO INSTALL NEW FLASHING

EXISTING TERRA COTTA COPING TO REMAIN

NOTE:INSTALL FLASHINGIN MAXIMUM 4'-0"LONG SEGMENTS SHORE PARAPET AS REQUIRED

REBRICK WITH NEW MASONRY TO MATCH EXISTING

20" PARAPET BEYOND

3 SCALE: 3" = 1'-0"TYPICAL CAP FLASHING DETAIL AT 16"-20" PARAPET

4'-5

"

5'-1

1" REMOVE 4 COURSES OF FACE BRICK AND BACK UP MASONRY BLOCK. SHORE AND BRACE BUILDING WALLS AS REQUIRED TO INSTALL NEW FLASHINGREPLACE WITH NEW BRICK MASONRY. FACE BRICK TO MATCH EXISTING

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.

NEW 1/4" O.D. WEEP TUBES AT 16" O.C.

MORTAR ALL COLLAR JOINTS SOLID

6 SCALE: 3" = 1'-0"TYPICAL CAP FLASHING DETAIL AT SETBACK WALL


38

1 SCALE: 1/2"=1'-0" SINGLE WINDOW REPAIR

NEW PRECAST LINTELAESTHETICALLY MATCHEDTO EXISTING BRICK LINTEL

EXPOSE, CLEAN & PAINTSPANDREL. INSTALL FABRICWATERPROOFING MEMBRANEINTO SPANDREL WEB. EXTENDFLASHING A MINIMUM OF 12"BEYOND LINTEL AND BUILDEND DAMS AT FLASHINGTERMINATIONS ON BOTH SIDES

12"MIN.

12"MIN.

WHERE DIRECTED BYARCHITECT REMOVE ANDRESET TERRA COTTA SILL ANDINSTALL WINDOW SILL FLASHINGEXTEND FLASHING A MINIMUMOF 12" BEYOND SILL AND BUILDEND DAMS ON BOTH SIDES(SEE DRAWING 8/A-302)

12"MIN.

12"MIN.

V.I.F.

2 SCALE: 1/2"=1'-0" MULTIPLE WINDOW REPAIR

NEW PRECAST LINTELSAESTHETICALLY MATCHEDTO EXISTING BRICK LINTELS

EXPOSE, CLEAN & PAINTSPANDREL CONTINUOUSLYFOR LENGTH OF WINDOWSIN SERIES. INSTALL FABRICWATERPROOFING MEMBRANEINTO SPANDREL WEB. EXTENDFLASHING A MINIMUM OF 12"BEYOND THE FIRST AND LASTLINTELS IN THE SERIES ANDBUILD END DAMS AT FLASHINGTERMINATIONS ON BOTH SIDES

12"MIN.

12"MIN.

12"MIN.

12"MIN.

V.I.F. V.I.F.

12"MIN.

12"MIN.

WHERE DIRECTED BYARCHITECT REMOVE ANDRESET TERRA COTTA SILL ANDINSTALL WINDOW SILL FLASHING .EXTEND FLASHING A MINIMUMOF 12" BEYOND SILL AND BUILDEND DAMS ON BOTH SIDES(SEE DRAWING 8/A-302)

SCRAPE, CLEAN AND PAINTSTEEL MEMBER.

NEW 1 14 " WIDE, 16 GA.CORRUGATED STAINLESS STEELBRICK TIES SET IN MASTIC.NEW MEMBRANE FLASHING SEALALL PENETRATIONS W/ MASTICAND PARGE BACKUP AS NEEDED -PROVIDE END DAMS AT BOTH SIDES(SEE DRAWING 8/A-302)

NEW 14" WEEP TUBES AT 16" O.C.

NEW SEALANT AT WINDOW HEAD.

EXISTING WINDOW TO REMAIN.

NEW GALVANIZED STEELTERMINATION BAR ANCHOR @ 8"O.C. W/ CONTINUOUS SEALANT.

4 SCALE: 3"=1'-0" TYPICAL LINTEL DETAIL

PRECAST LINTEL MANUFACTUREDTO MATCH EXISTING BRICKAESTHETICALLY. CONTRACTOR TOVERIFY EXISTING CONDITIONS ANDSUBMIT SHOP DRAWINGS ANDSAMPLES FOR APPROVAL

REMOVE AND REPLACE MASONRYWITH NEW BRICK TO MATCHEXISTING. CONTRACTOR SHALLINFORM ARCHITECT OF BEAMCONDITION.

6 SCALE: 3"=1'-0" WINDOW SILL DETAIL

NEW TERRA COTTA WINDOWSILL TO MATCH EXISTING

NEW SEALANT WITHBACKER ROD

EXISTING ALUMINUMWINDOW TO REMAIN

EXISTING TRIM CLIP TO REMAIN

ORIGINAL STEEL PERIMETER BOX AND STOOL TO REMAIN

ORIGINAL BACKUP AA MASONRY TO REMAIN

NEW BRICK MASONRY

NEW 14" WEEP TUBESAT EVERY HORIZONTALSILL JOINT

NEW METAL FLASHINGPAN EXTENDING A MINIMUMOF 12" BEYOND SILL ON BOTHSIDES WITH END DAMS SET INBEAD OF SEALANT(SEE DRAWING 8/A-302)

1'-314"

5 SCALE: 3"=1'-0" WINDOW SILL DETAIL

NEW TERRA COTTA WINDOWSILL TO MATCH EXISTING

NEW SEALANT WITHBACKER ROD

NEW METAL FLASHINGPAN EXTENDING A MINIMUMOF 12" BEYOND SILL ON BOTHSIDES WITH END DAMS SET INBEAD OF SEALANT(SEE DRAWING 8/A-302)

EXISTING ALUMINUM WINDOW TO REMAIN

EXISTING TRIM CLIP TO REMAIN

ORIGINAL STEEL PERIMETER BOX AND STOOL TO REMAIN

ORIGINAL BACKUP MASONRY TO REMAIN

NEW BRICK MASONRY

NEW 14" WEEP TUBESAT EVERY HORIZONTALSILL JOINT

1112"

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

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 WINDOW TO REMAIN

3" MIN

12"MIN

TURN COPPER FLASHING UP A MINIMUM OF 3" T FORM END DAMS ON BOTH SIDES (SEE DRAWING 8/A-302)

11-1/

2"

NEW BRICK MASONRYCOPE AS NECESSARY

NEW TERRA COTTA WINDOW SILL TO MATCH EXISTING

EXISTING MASONRY TO REMAIN

7 SCALE: NTSWINDOW SILL DETAIL -AXONOMETRIC VIEW

REMOVE UP TO 4 BRICK COURSES AS NECESSARY TO INSTALL SPANDREL FLASHING A MINIMUM OF 12" BEYOND THE WINDOW EDGE. REBRICK TO AMATCH EXISTING.

TURN UP FLASHING MEMBRANE UP A MINIMUM OF 3" TO FORM END DAMS ON BOTH SIDES SEAL TERMINATIONS

EXISTING SPANDREL BEAM TO REMAIN. SCRAPE & PAINT 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

PRECAST LINTEL MANUFACTURED TO MATCH EXISTING FACE BRICK CONTRACTOR TO VERIFY EXISTING CONDITIONS AND SUBMIT SHOP DRAWINGS AND SAMPLES FOR APPROVAL

12"MIN

3" MIN


39

6 SCALE: 1-1/2" = 1'-0"CAP FLASHING DETAIL ABOVE 34TH FLOOR ARCHES

EXISTING TERRA COTTA TO BE REMOVED AND RESET AS REQUIRED TO INSTALL FLASHING

EXISTING TERRA COTTA TO REMAIN

REMOVE EXISTING MASONRY AS REQUIRED TO INSTALL FLASHING. REBRICKWITH NEW MASONRY AND NEW COURSING TO MATCH EXISTING.

MORTAR ALL COLLAR JOINTS SOLID

STAINLESS STEELHOOK & DOWEL SETWITH EPOXY INTOMASONRY AT EVERYCOPING JOINT

FABRIC WATERPROOFINGMEMBRANE. SEAL ALLPENETRATIONS WITH MASTIC

THROUGH-WALL 16 OZ.LEAD-COATED COPPERFLASHING WITH FOLDEDLOCK SEAMS

NEW 2" WIDE CLEATFASTENED AT 16" O.C.

NEW 6" WIDE-16 OZ PAINTEDCOPPER SPLICE PLATE CENTEREDON ALL JOINTS AT CAP & SET INBED OF SEALANT

NEW 16 OZ. COPPER"MORTAR LOCK"COPING FLASHING

COPPERCAP FLASHING

NEW 2" WIDE CLEAT FASTENED AT 16" O.C.


ALUMINUM CAP COATED TO MATCH COLOR OF EXISTING TERRACOTTA UNITS. TUCK INTO REGLET

NEW CONTINUOUS METAL CLEAT FASTENED EVERY 16" O.C.

SECURE COPPER CAPIN REGLET WITH WEDGE

CONTINUOUS BACKER ROD & SEALANT


3 SCALE: 3" = 1'-0"COPPER CAP FOR COPINGS AT 33RD FLOOR PIERS 4 SCALE: 1-1/2" = 1'-0"

CAP FLASHING DETAIL ABOVE 34TH FLOOR ARCHES

STAINLESS STEELHOOK & DOWEL SETWITH EPOXY INTOEXISTING MASONRY ATEVERY COPING JOINT

EXISTING TERRA COTTA TO BE REMOVED AND RESET AS REQUIRED TO INSTALL FLASHING






COPPERCAP FLASHING

NEW 2" WIDE CLEAT FASTENEDAT 16" O.C.


5 SCALE: 1-1/2" = 1'-0"CAP FLASHING DETAIL ABOVE 34TH FLOOR ARCHES


EXISTING TERRA COTTA TO BE REMOVED AND RESET AS REQUIRED TO INSTALLFLASHING


STAINLESS STEELHOOK & DOWEL SETWITH EPOXY INTOEXISTING MASONRY ATEVERY COPING JOINT





COPPERCAP FLASHING

NEW 2" WIDE CLEAT FASTENED AT 16" O.C.

historic restoration construction documents

40

CONSTRUCTIONDOCUMENTS building envelope & bulkhead restoration

I worked on this project - a building envelope and bulk-head 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 Archi-tects 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 dan-gerous 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

phase restoration construction documents

and concrete members forming the enclosure surrounding the buildings water tank.

With supervision, I determined the recommended scope of work, which included complete demolition and recon-struction 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 Engi-neering 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.

REBUILD DETERIORATED PORTIONOF CHIMNEY AS DETAILED

100% CUT OUT AND REPOINTDETERIORATED MORTAR JOINTSWITH NEW TYPE "N" MORTARTO MATCH EXISTING - TYP.

REMOVE AND REPLACEDETERIORATED EXHAUSTVENT COVER - TYP.

SCRAPE, PRIME AND COATEXISTING CONCRETE SLABAT UNDERSIDE OF BALCONY-TYP.

1ST FLOOR

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

6TH FLOOR

7TH FLOOR

8TH FLOOR

9TH FLOOR

10TH FLOOR

11TH FLOOR

12TH FLOOR

14TH FLOOR

15TH FLOOR

16TH FLOOR

17TH FLOOR

18TH FLOOR

19TH FLOOR

20TH FLOOR

ROOF

PENTHOUSE

3A-205

SHELF ANGLE REPAIRAS DETAILED - TYP.

REMOVE AND REPLACEDETERIORATED BRICKMASONRY WITH NEW BRICKMASONRY TO MATCH EXISTING- TYP.

1A-302

5A-301

4A-301

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

NORTH BULKHEAD ELEVATION1

REBUILD UPPER LEVELBULKHEAD AS DETAILEDAND SPECIFIED

100% CUT OUT ANDREPOINT DETERIORATEDMORTAR JOINTS WITHNEW TYPE "N" MORTARTO MATCH EXISTING- TYP.

1A-304

5A-303

1A-303

3A-302

5A-301

REPAIR SHELF ANGLE ASDETAILED & SPECIFIEDTYP.

REMOVE AND REPLACE DETERIORATED BRICK MASONRY WITH NEW BRICK MASONRY TO MATCH EXISTING - TYP.

REMOVE EXISTING COPING STONE & COVER AND REPLACE WITH NEW METAL COPING COVER AS DETAILED - TYP.

5A-306

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

SOUTH BULKHEAD ELEVATION3

REMOVE AND REPLACEDETERIORATED BRICKMASONRY WITH NEWBRICK MASONRY TOMATCH EXISTING- TYP.

REPAIR SHELF ANGLE ASDETAILED & SPECIFIEDTYP.

4A-305

4A-304

1A-305

1A-306

3A-302

4A-302

5A-301

5A-302

REBUILD UPPER LEVELBULKHEAD AS DETAILED

AND SPECIFIED

REMOVE EXISTING COPING STONE& COVER AND REPLACE WITH NEWMETAL COPING COVER AS DETAILED- TYP.

5A-306

41phase restoration construction documents

1A-205

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

UPPER BULKHEAD FLOOR PLAN1

4A-205

2A-205

3A-205

LOW

BU

LKH

EA

D R

OO

FWATER TANK

2A-206

4A-206

3A-206

TOPSIDE CONCRETEREPAIRS AT REINFORCEDCONCRETE BEAM ASDETAILED & SPECIFIEDUNDER THE BASE BIDALLOWANCESSEE SHEET A-307 (TYP.)

3A-303

1A-303

1A-304

TYP.

TYP.

TYP.

1A-303

1A-304

TYP.TYP.

5A-303

TYP.

5A-303

TYP.TYP.

4A-304

TYP.

1A-306

TYP.

TYP.

3A-306

TYP.

PORTION OF UPPERBULKHEAD WALL/PIERSTO BE DEMOLISHED &RECONSTRUCTED ASDETAILED & SPECIFIED(TYP.)

6A-304

TYP.

3A-206

ALL EXPOSED CONCRETE TOBE SOUNDED, MARKED ANDREPAIRED AS DETAILED &SPECIFIED UNDER THE BASEBID ALLOWANCES

1A-305

4A-305

ALL EXPOSED CONCRETE TOBE SOUNDED, MARKED ANDREPAIRED AS DETAILED &SPECIFIED UNDER THE BASEBID ALLOWANCES

SCALE: 3"=1'-0"

DETAIL AT BASE OF 12" PIER4

REMOVE AND REPLACE (3) COURSES OFBRICK MASONRY BELOW SHELF ANGLEFOR UP TO 1'-0" FROM EXPANSION JOINTTO INSTALL NEW EXPANSION JOINT

NEW STAINLESS STEEL 3/16" DIA.TRIANGULAR BRICK TIE AT 16" O.C.VERTICALLY AND HORIZONTALLY


NEW TERMINATION BAR ANCHORAT 6" O.C. AND SEAL CONTINUOUSLY -USE REGLET IF AVAILABLE

NEW 1/4" O.D. WEEP TUBES AT16" O.C. IN 2 STAGGERED ROWS

NEW CAVITY DRAIN

EXPOSE EXISTING REINFORCEDCONCRETE CORE - TAKE CARE NOTTO DAMAGE DURING DEMOLITIONSOUND, MARK & REPAIR EXISTINGCONCRETE AS REQUIREDAND DIRECTED BY THE ARCHITECT

NEW MEMBRANE FLASHING SEALALL PENETRATIONS W/MASTIC ANDPARGE BACKUP AS NEEDED

NEW METAL FLASHING PAN

NEW EXPANSION JOINT FILLERNEW SEALANT WITH BACKER ROD

RESHIM AS NEEDED & TIGHTEN BOLTS &SCRAPE, CLEAN, PRIME AND PAINTEXISTING SHELF ANGLE TO REMAIN

COPE BRICK AS NEEDED

REMOVE & REPLACE EXISTINGBRICK AT BULKHEAD PIERWITH NEW BRICK MASONRY

NEW 16 OZ 2-PIECE COPPER CAPFLASHING SEAL ALL PENETRATIONSWITH MASTIC LAP OVER ADJACENTCAP FLASHING AND SOLDERWATER TIGHT

EXISTING MASONRYTO REMAIN

EXISTING BASE FLASHINGTO REMAIN TAKE CARENOT TO DAMAGE

EXISTING ROOFINGTO REMAIN TAKE CARENOT TO DAMAGE

TIE COPPER THROUGH-WALL FLASHINGINTO CONCRETE PIER WITH LIQUIDAPPLIED MEMBRANE

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

WALL SECTION THROUGH 12" PIER1

2A-303

4A-303

DEMOLISH MASONRY AT EXISTING12" DEEP PIER DOWN TO CAPFLASHING AND RECONSTRUCTWITH NEW MASONRY ASSPECIFIED AND DETAILED

13'-9

1 4"

15'-3

"

1158"

3A-303

EXISTING REINFORCEDCONCRETE CORE TO REMAINTAKE CARE NOT TO DAMAGEDURING DEMOLITION. SOUND ANDMARK ALL CONCRETE EXPOSEDDURING DEMOLITION AND REPAIRAS DIRECTED BY ARCHITECT INTHE FIELD

SCALE: 3"=1'-0"

DETAIL AT HEAD OF 12" PIER2

1"

SOUND, MARK & REPAIR EXISTINGCONCRETE BEAM AS REQUIREDAND DIRECTED BY THE ARCHITECT

NEW PRESSURE TREATEDWOOD BLOCKINGNEW PAINTED ALUMINUMCOPING

REMOVE & REPLACE EXISTINGBRICK AT BULKHEAD PIERWITH NEW BRICK MASONRYNEW STAINLESS STEEL 3/16" DIA.TRIANGULAR BRICK TIE AT 16" O.C.VERTICALLY AND HORIZONTALLY




NEW CAVITY DRAIN




NEW EXPANSION JOINT FILLER

NEW SEALANT WITH BACKER ROD

RESHIM AS NEEDED & TIGHTEN BOLTS& SCRAPE, CLEAN, PRIME AND PAINTEXISTING SHELF ANGLE TO REMAINCOPE BRICK AS NEEDED

SCALE: 3"=1'-0"

PLAN DETAIL THROUGH 12" PIER3

BRICK MASONRY AT BULKHEAD PIERTO BE REMOVED & REPLACEDAS DETAILED

EXISTING REINFORCED CONCRETECORE TO REMAIN. TAKE CARE NOT TODAMAGE DURING DEMOLITION. SOUND,MARK & REPAIR EXISTING CONCRETEAS REQUIRED AND DIRECTED BYTHE ARCHITECT

NEW STAINLESS STEEL 3/16" DIA.TRIANGULAR TIE AT 16" O.C. VERTICALLY- TYPICAL

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

WALL SECTION THROUGH 12" OPENING5

6A-303

7A-303

DEMOLISH EXISTING BASE OFOPENING AT 12" DEEP WALLDOWN TO CAP FLASHING ANDRECONSTRUCT WITH NEWSLATE SILL AS SPECIFIED ANDDETAILED

3'-2

"10

'-71 4"

1158"

DEMOLISH MASONRY ATOPENING HEAD AT 12" DEEPPIER AND RECONSTRUCTWITH NEW MASONRY ASSPECIFIED AND DETAILED

MASONRY PIER BEYOND

1'-5

3 4"

EXISTING CONCRETE BEAMTO REMAIN SOUND ALLEXPOSED CONCRETE ANDREPAIR AS DIRECTED BYARCHITECT IN THE FIELD

SCALE: 3"=1'-0"

DETAIL AT BASE OF 12" OPENING7

REMOVE AND REPLACE (3) COURSES OFBRICK MASONRY BELOW SHELF ANGLEFOR UP TO 1'-0" FROM EXPANSION JOINTTO INSTALL NEW EXPANSION JOINTNEW STAINLESS STEEL 3/16" DIA.TRIANGULAR BRICK TIE AT 16" O.C.VERTICALLY AND HORIZONTALLY



NEW CAVITY DRAIN




RESHIM AS NEEDED & TIGHTEN BOLTS &SCRAPE, CLEAN, PRIME AND PAINTEXISTING SHELF ANGLE TO REMAIN


NEW 10" WIDE HORIZONTAL JOINTREINFORCEMENT EVERY OTHER COURSE


NEW SLATE SILL TO MATCH EXISTING

MASONRY BEYOND




REMOVE & REPLACE EXISTINGBRICK WITH NEW BRICK MASONRYMORTAR ALL COLLAR JOINTS SOLID

NEW 16 OZ CORRUGATED MORTARLOCK STYLE COPPER COPING FLASHINGSEAL ALL PENETRATIONS WITH MASTIC

SCALE: 3"=1'-0"

DETAIL AT HEAD OF 12" OPENING6



MASONRY BEYOND




NEW CAVITY DRAIN



RESHIM AS NEEDED & TIGHTEN BOLTS& SCRAPE, CLEAN, PRIME AND PAINTEXISTING SHELF ANGLE TO REMAIN

1"

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

WALL SECTION THROUGH 16" PIER4

7A-304

5A-304

1'-334"

13'-9

1 4"

15'-3

"

6A-304

DEMOLISH MASONRY AT EXISTING16" DEEP PIER DOWN TO CAPFLASHING AND RECONSTRUCTWITH NEW MASONRY ASSPECIFIED AND DETAILED

EXISTING REINFORCEDCONCRETE CORE TO REMAINTAKE CARE NOT TO DAMAGEDURING DEMOLITION. SOUND ANDMARK ALL CONCRETE EXPOSEDDURING DEMOLITION AND REPAIRAS DIRECTED BY ARCHITECT INTHE FIELD

SCALE: 3"=1'-0"

DETAIL AT BASE OF 16" PIER7

REMOVE AND REPLACE (3) COURSES OFBRICK MASONRY BELOW SHELF ANGLEFOR UP TO 1'-0" FROM EXPANSION JOINTTO INSTALL NEW EXPANSION JOINTNEW STAINLESS STEEL 3/16" DIA.TRIANGULAR BRICK TIE AT 16" O.C.VERTICALLY AND HORIZONTALLY




NEW MEMBRANE FLASHING SEALALL PENETRATIONS W/MASTIC ANDPARGE BACKUP AS NEEDEDTIE INTO CONCRETE COLUMNWITH LIQUID APPLIED MEMBRANE





REMOVE & REPLACE EXISTINGBRICK AT BULKHEAD PIERWITH NEW BRICK MASONRY





TIE COPPER THROUGH-WALL FLASHINGINTO CONCRETE PIER WITH LIQUIDAPPLIED MEMBRANE

SCALE: 3"=1'-0"

DETAIL AT HEAD OF 16" PIER5



REMOVE & REPLACE EXISTINGBRICK WITH NEW BRICK MASONRYMORTAR ALL COLLAR JOINTS SOLID




NEW CAVITY DRAIN



NEW EXPANSION JOINT FILLER

NEW SEALANT WITH BACKER ROD


COPE BRICK AS NEEDED 1"

EXPOSE EXISTING REINFORCEDCONCRETE CORE - TAKE CARE NOT TODAMAGE DURING DEMOLITION SOUND,MARK & REPAIR EXISTING CONCRETE ASREQUIREDAND DIRECTED BYTHE ARCHITECTNEW STAINLESS STEEL 3/16" DIA.TRIANGULAR BRICK TIE AT 16" O.C.VERTICALLY AND HORIZONTALLY

SCALE: 3"=1'-0"

PLAN DETAIL THROUGH 16" PIER6

BRICK MASONRY AT BULKHEAD PIERTO BE REMOVED & REPLACEDAS DETAILED

EXISTING REINFORCED CONCRETECORE TO REMAIN. TAKE CARE NOT TODAMAGE DURING DEMOLITION. SOUND,MARK & REPAIR EXISTING CONCRETEAS REQUIRED AND DIRECTEDBY THE ARCHITECT

NEW STAINLESS STEEL 3/16" DIA.TRIANGULAR TIE AT 16" O.C. VERTICALLY- TYPICAL

Rae [email protected]