Segment II B.Arch Portfolio by Anna Mezheritskaya

SEGMENT II DESIGN PORTFOLIO ANNA Y. MEZHERITSKAYA B.ARCH | 11 JULY 2016

ACADEMIC STUDIOS 5 17 27 37

C1 - Situationist Local C1 - Urban Center Revitalization C2 - Fitness Squeeze C2 - Harbor Islands Colony

ACADEMIC COURSES 51 71 76 78 80

50 Shades of Green Workshop Detailing and Construction Drawings Sketch Problem 2 Sketch Problem 3 Section Cut Workshops

SEGMENT II DESIGN PORTFOLIO

TABLE OF CONTENTS

PROFESSIONAL PRACTICE 84 87

Resume Wilson Architects

C1 SITUATIONIST LOCAL

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

BRIAN BAKER AND GABE BERGERON | SPRING 2013

This design studio focused on the understanding of the Situationist Movement and the designrelated ideas, tools, and applications that it precipitated. Situationism postulates that human behavior is altered by the physical surroundings, the environment, rather than personal qualities. Based on this premise, the instructors challenged us with theoretical readings, design exercises, and creative role play in order to push our design thinking. The assignments were collaborative and participatory, challenging our notions of how the design of the spaces inluences human behavior.

Above: The very first assignment - a propaganda poster advertising my rural hometown in Russia.

A.D.C.U. [ANALOG DIVERSITY COMMUNICATION UNIT]

C1 SITUATIONIST LOCAL

Central Square, Cambridge, MA | One Week

The Central Square neighborhood is a bundle of tensions. From cultural and ethnic competition, to the friction between local residents and transient students and tourists, to the contrast between optimism and despair it is a micro-culural synapse. The ADCUâ&#x20AC;&#x2122;s purpose is to smooth these tnesions through participatory communication. The homeless and the wealthy tourists can leave their own mark reflective of their reality and culture. The Analog Diversity Communication Unit aims to be a mobile and occupiable inter-neighborhood message board and cultural appreciation center. The mobile unit is modular and easily transportable and made from rapidly renewable and recyclable materials - bamboo and steel. The mobile unit is the analog cousin of neighborhood Twitter. Residents and visitors can all post notes, photos, and small objects on the exterior of the unit. Through personified exchange of information, occupants become aware and appreciative of other cultures.

ENTRY/EXIT

BULLETIN BOARDS

EXHIBIT SPACES

PARTI

TYPICAL LONG ELEVATION

MOBILE UNIT PLAN

MOVABLE SEATING

ENTRY/EXIT

A - CHINESE B - HAITIAN c - pORTUGESE

BULLETIN BOARD

The bamboo structure provides a screen framework for outdoor exhibition boards and bulletin boards, as well as adjustable seating.

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

EXHIBIT SPACE

SEATING

ENTRY/EXIT

The interior spaces are reserved for insightful information about the various cultures of the neighborhood. Including ethnic foods, objects, or rituals that are familiar to the majority. This would open up the eyes of the participants about the cultures existing in Central Square and point them to multimedia online sources such as videos and restaurnat listing via QR codes.

5’ TYP.

7’4”

SECTION

STAIR LOVE - A BAC INSTALLATION

C1 SITUATIONIST LOCAL

Boston , MA | Two Weeks

Decided to come see me afterall?

The generative idea for this installation was born out of mapping exercises of the BAC campus and the phrase â&#x20AC;&#x153;I wanted to give the back staircase some much needed loveâ&#x20AC;?. This idea calls to attention an already underutilized space and even underlines the transient nature of the school by its focus on a space initially intended as pure circulation. My partner Aaron Tetzlaf and I focused on manipulation of student circulation through use of visual cues in the forms of symbols, posters and color motifs.

Above Left to Right: Photographs of the completed stair art installation from the basement to the rooftop.

Why don't you join the rest of humanity. It's cheerier up here. I'm so happy you came. I have a surprise for you upstairs. I promise you will love Do you like what you see?

WE DEMAND STAIRCASES WITH GREAT SILLYNESS! SITUATIONIST LOCAL! EVERY SPACE SHOULD BE ITS OWN CATHEDRAL!

YOU CAN’T MAKE SPACE, STEAL IT! SITUATIONIST LOCAL! STUDENTS AND FACULTY, FEAR YOUR STAIRCASE SCORNED!

SITUATIONIST LOCAL! BENEATH THE STAIRS, A VOICE! SITUATIONIST LOCAL!

Come for a walk.

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Cambridge , MA | Mar 2013 - Jun 2013

SITUATIONIST LOCAL! BENEATH THE STAIRS, A LOUNGE! SITUATIONIST LOCAL!

I knew it. Go then. I hope your models break on the T. Enjoy the lonely Netherworld.

YOU CAN’T MAKE SPACE, STEAL IT! SITUATIONIST LOCAL! STUDENTS AND FACULTY, FEAR YOUR STAIRCASE SCORNED!

You were just using me all this time.

SPOILER ALERT! AN IDEA IS BORN! The generative idea for this installation was born of the phrase “I wanted to give the back staircase some much needed love”. This idea calls to attention an already underutilized space and even underlines the transient nature of the school by its focus on a space initially intended as pure circulation.

ISSUES ADDRESSED. Seeking to address larger institutional issues, from the lack of Studioculture and student identity, to overcrowded facilities and even the lack of student’s own personal lives outside of the BAC, the installation gives a personified voice to the South Stairwell.

POSTER TELLS ALL! Realized over the course of seven floors, the installation can be read as a metaphor for the student’s interaction with the BAC itself. Beginning on the first floor and basement, the South Stairwell welcomes visitors, enticing them to climb to the top by the promise of a surprise (candy suckers). As the visitor ascends, the stair risers provides floor specific commentary and proposes new temporary-use spaces ranging from lounge, green roof, to even a space addressing eye fatigue as students spend long hours staring at computer screens. These vignette-like spaces are spartan in their construction and intended to

reinforce the idea of the South Staircase as a sad, dejected entity, trying desperately to maintain the visitor’s presence. Once the visitor has received their reward, an impressive view of Back Bay and the intentionally ‘punny’ suckers, the procession reverses itself as the floor treads are now able to be read. In descent, the voice of the staircase turns increasingly sour as the visitor moves towards the exit with messages that range from possessive, to downright mean. The imagery, objects, and phrases found within these vignette-like spaces now take on secondary meaning when read from this unsettling vantagepoint.

THE MOST

IMPORTANT

THING! Central to the accomplishment of the experience is the utilization of direction and movement as a design tool. The installation demands participation of the viewer in the construction of the sequence of experience and allows for a variety of interpretations to be formed. This experiential narrative maintains both site(floor) specificity and tailors itself to each user.

SITUATIONIST LOCAL! BENEATH THE STAIRS, A LOUNGE! SITUATIONIST LOCAL!

Fantasy?

SITUATIONIST LOCAL! BENEATH THE STAIRS, A VOICE! SITUATIONIST LOCAL!

WE DEMAND STAIRCASES WITH GREAT SILLYNESS! SITUATIONIST LOCAL! EVERY SPACE SHOULD BE ITS OWN CATHEDRAL!

What's your

Taking advantage of the fact the Valentine's Day fell on the week of our installation, we collaboratively wrote a script for the Stair to address its visitors as potential "sweethearts" (see images on the right for excerpts). On the ascending journey the stair is very sweet and offers moments of pause along its path from the basement to the roof, culminating with a cliche offering of flowers and candy and a promt for the paricipant's "fantasy". This prompt is symbolic for the reimagination of what the BAC can become as a place and community.

Above Right: Installation summary posters designed in collaboration with Aaron Tetzlaf

EXPERIENCING UNION - SITE ANALYSIS

C1 SITUATIONIST LOCAL

Somerville , MA | Two Weeks

ThE uNION UNION sCAVENgER SCAVENGER huNT HUNT

A BUSY PLACE LOCAL FAMILY DINER

A BANK VAULT INSIDE A COFFEE SHOP

A MURAL, A CONTRADICTION OF BUILDING TYPES

VIEW FROM PROSPECT HILL TOWER

SITTING ON AN ARTSY BENCH IN UNION SQUARE

COLORFUL DOORS FROM AROUND THE NEIGHBORHOOD

dIsCOVEREd ChARACTERIsTICs FIRST TOLOCAL pREsERVE

COMMUNITY GARDENS

LOCAL FIRST

PUBLIC ART

COMMUNITY GARDENS A COMMUNITY GARDEN

HISTORIC PUBLIC ARTLANDMARKS AN ARTSTY TRASH CAN = PUBILIC ART

MULTIETHNIC MULTIETHNIC

SMALL BUSINESSES

COLORFUL

BIKE AND PEDESTRIAN CULTURE

A PLACE THAT SELLS ROAST BEEF AND SEAFOOD

BIKES AND PEDESTRIANS

HISTRIC LANDMARKS

HIDDEN PLACE PLACE TO DISCOVER A HIDDEN A PLACE TO GET A CUSTOM BIKE

AN UNUSED SPACE - VACANT BUSINESS SPACE

A CAN OF GOYA GUAVA NECTAR

A TEAR-AWAY PHONE NUMBER FOR THE FOOD PROJECT

A LOTTERY TICKET SOMETHING THAT REFLECTSMY VALUES

A LOCAL ‘ZINE

A DEPOSIT SLIP

DAVE OWNER OF HUB Dave the owner of HUB comics store said that Union Square is famous for its coffee shops and historical landmarks. He also mentioned that his store was celebrating itss 5th year in operation.

BLOCK 11 BARISTA Asked the barista at Block 11 Cafe who the most famous person in town is. She said it is the Mayor of town, but something told me it might be someone else.

SHEPARD FAIREY MURAL

PHOTOGRAPHS

CONVERSATIONS

ACQUIRED OBJECTS

CASHIER AT SHERMAN’S Spoke with the cashier at Sherman’s Market while purchasing some local and regional produce. When asked whether there are tensions between the different nationalities Union Square, she said there are none. According to the cashier, Union has lost some older businesses due to lack of customers. She imagines Union businesses will thrive once the Green Line extension is complete.

DAVE AT THE SMOKE SHOP While getting a lottery ticket, I asked Dave - the owner of the smoke shop - what is one thing about Union Square that most people don’t know. His response was that the Green Line extension has been in planning since the 1940s.

LEMAR AT RUBY ROGERS I briefly spoke with Lemar about Ruby Rogers - a local social services organization. I found out that they provide help with low-cost housing and host a food pantry for local residents. I wonder what other community initiatives and organizations are active in Union Square.

TAZA CHOCOLATE PRODUCED IN SOMERVILLE

A VINYL RECORD OF A LOCAL BAND

TRAVEL PATH

As an introduction to our design development site, we spent a day exploring Union Square in Somerville as a class. This was experienced through the lens of a scavenger hunt that challenged us to engage with the local culture and community, thus better understand the place that is Union Square. This was an application of situationist concepts of psychogeography, which is a study of space and landscapes through the lens of psychology.

Above: Scavebger hunt site diagram illustrating my journer through Union Square | Below: Site Analysis based on my collective experinces of Union. 10

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

DERIVE ONE

DERIVE TWO

In the study of psychogeography, a derive is an unstructured journey through an urban landscape where the traveler is led entirely by the subconscious cues within the surrounding environment, resulting in an authentic experience of that place. By conducting two derive walks through Union Square, I recorded the experiential qualities along my path and later analyzed my observations. Based on my site analysis â&#x20AC;&#x201C; derives, scavenger hunt, research â&#x20AC;&#x201C; I want to focus on the triangular zone near

Union Square bound by Prospect Street, Webster Avenue, and Somerville Avenue.

PARTI

This triangular zone is going to become a primary spatial connection between the new Green Line stop and the lively Union Square. However, the current dilapidated area needs to be activated and densified in order to create an attractive urban fabric that would link Union Square proper to the new transit hub.

TRIANGULATING UNION - URBAN ZONING MANIFESTO

C1 SITUATIONIST LOCAL

Somerville , MA | Three Weeks

In order to activate and densify this zone, I am implementing new zoning that will promote the local first culture of Union Square and deter external gentrification through new land uses, reuse of existing buildings, property ownership benchmarks and temporal vertical zoning. I aim to prevent gentrification and promote the local-first culture, because I have discovered through my research and site visits that these are the primary concerns of current residents of Union Square.

The renderings above depict the experience I hoped to create in the future of this block. The new densified and activated district will build on the characteristics I have discovered in Union Square, engage the existing buildings through infill and up-fill, and reveal new economic and cultural possibilities for Union Square.

Top Left to Right and Down: A series of site diagrams recording the current urban landscape and the future development of Union. 12

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

UNION HOMEGROWN ZONING CONCEPT DIAGRAM

TAKING H.E.E.D - HOMEGROWN ENTERPRENEURIAL ECONOMY DOJO

C1 SITUATIONIST LOCAL

Somerville , MA | Three Weeks

In order to implement the homegrown zoning plan and to anchor the triangular block, I decided to locate an incubator building on the corner of Prospect street and Somerville avenue. The Incubator will play the role of a business and economic ecobator for the entrepreneurs of Union Square. The new center will be dubbed “HEED”, which stands for the “Homegrown Entrepreneurial Economy Dojo”. The new ecobator will partner with existing community organizations and incubators, such as the Artisans’ Asylum, and provide local entrepreneurs with business infrastructure and financial support.

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

GROUND FLOOR

FIRST FLOOR

SECTION

The program consists of rentable office spaces – temporary and permanent – a large collaborative work space, a central lounge and kitchen, conference rooms, workshop spaces, a gallery, a rapid prototyping lab, and financial offices. Additionally, the HEED will provide short-term live-work spaces for those entrepreneurs trying to save money or relocate to Union Square. These spaces will be equipped with the basic technological infrastructure and will host business, marketing, and design thinking workshops for the community and HEED members.

INTERIOR PERSPECTIVE 15

C1 URBAN CENTER REVITALIZATION

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Yuna Kim | Summer 2013

This condensed summer studio focused on the study of the Central Square neighborhood in Cambridge and developing a currently vacant site to re-energize the local urban communities. The images above show collages of the current conditions in Central Square (top) and my imagined vision for what the site experience could be in the future (bottom).

CENTRAL SQUARE - EXISTING AND FUTURE SITE CONDITIONS

C1 URBAN CENTER REVITALIZATION

Cambridge, MA | One Week The project site is positioned at a border between two neighborhoods – Area Four and Mid-Cambridge – it is the merging point of different demographics and urban use areas. The project site stitches together different layers of urban fabric – a new unified city center. EXPOSURE

PEDESTRIAN CIRCULATION

SOLAR PATH AND WINDS

The assigned program for the project is a new central commissary, or simply a shared kitchen, for local food truck companies, catering and food production startups to share. Through my research, I have found that urban agriculture is a rising trend among Cambridge residents, yet there are few available plots for urban farming and gardening. Urban agriculture is an activity that brings together people, promotes sustainable food systems, and provides an

Above Left: Site plan of the central square neighborhood and corresponding demographics information. 18

VEHICLE CIRCULATION

VEGETATION

ACADEMIC | SEGMENT II DESIGN PORTFOLIO Above: Derive diagram of the Central Square neighborhood. | Below: Site and building program diagrams. 19

CENTRAL COMMISSARY - SITE ANALYSIS, PRECEDENTS AND PROGRAMMING

C1 URBAN CENTER REVITALIZATION

Cambridge , MA | Three Weeks

WINTER SOLSTICE

SUMMER SOLSTICE

EQUINOXES

CLOVER FOOD LAB

POST OFFICE SQUARE

HYPAR PAVILLION

As I continued to study the site and the building program and massing, I conducted solar studies to determine the best building orientation and at precedents to develop a site strategy that would encourage the interaction between private and public spaces, prioritize green public open spaces over parking and tectnically peel away layers of materials to reveal interior program and activities.

Above: Image Title | Below: Image Title 20

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

COMMUNITY FOCUS

COMMISSARY FOCUS

CONCEPTUAL SITE SECTION

Above: Study program stacking , site and massing studies with varying programmatic priorities. 21

CITY CENTER FOOD LAB - CONCEPT AND DEVELOPMENT

C1 URBAN CENTER REVITALIZATION

Cambridge , MA | One Week

SITE PROGRAM

The Food Lab will consist of a central commissary shared by multiple local food vendors, and spaces for experimenting with urban agriculture, private and public parking, and a public park. The Food Lab will be a symbiotic hub of food growth, processing, consumption, composting, and nutritional testing for the adjacent neighborhoods and the city of Cambridge.

CONCEPTUAL DIAGRAM

CONCEPTUAL GOALS

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

I iteratively studied the programmatic and tectonic aspects of the design and continued to develop the idea of all programmatic spaces being linked by green vertical circulation cores. The cores provide structural support and serve as nodes of interaction and transition between the occupiable spaces .

CENTRAL FOOD LAB

C1 URBAN CENTER REVITALIZATION

Cambridge , MA | Two Weeks

LONGITUDINAL SITE AND BUILDING SECTION

LOADING LEVEL

The new city center Food Lab will bring together different generations and cultures, while supporting the cityâ&#x20AC;&#x2122;s sustainability initiatives through urban agriculture.

GROUND LEVEL

FIRST LEVEL ROOF TERRACE LEVEL

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

C2 FITNESS SQUEEZE

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Peter Martin| Summer 2014

This summer studio focused on design of a recreation center for BAC and Berklee students. The project was under a tight constraint of fittng a few hundred thousand squre feet of fitness program onto a wedge-shaped site with steep slopes and transportation encroaching on its boundaries. Above is the conceptual collage representing the programmatic relationships within the building and the relative experiential qualities that I aimed to create.

SQUEEZING COLLEGE STUDENTS IN Boston, MA | One Week

C2 FITNESS SQUEEZE

FITNESS SQUEEZE - CONSTITUENTS

The Berklee Student

The BAC Student

Priorities - Extended Flexible Hours - Affordability - Convenience

Priorities: - Extended Flexible Hours - Affordability - Conven ience

Bio

Many of the Berklee students are between 17 and 25 years old and live in campus dormitories located within a 10 minute walk from the site. Some live off-campus around Boston and commute to classes. All Berklee students have discounted access to local gyms and sports clubs; therefore, they may be looking for something more uniquely catered to their culture in a new fitness facility. The Berklee students could use a place to relax and practice healty lifestyles.

BAC students are all commuters either living in the Boston metro area or driving in from as far as Rhode Island. BAC students range in age from 18 to 50, and primarily attend classes in the evenings. Therefore, they are looking for a facility with early and late hours or operation, and a convenient location near campus. The BAC students would benefit from a place to meet friends, study, release stress, and balance their lives in a healthier manner.

Needs

4,300 Total

- Storage for Instruments - Alternative Recreation Options - Group Classes - Bike Racks - Public Performance Space

The first step was understanding the future users of the building - college students. Both Berklee and BAC students lead stressful and busy lives and need a place to play, rejuvenate, and connect â&#x20AC;&#x201C; a new heart for the two campuses. The Playground center will be a place for the students, faculty and community members to recreate their bodies, minds and spirits.

900 Total

- Storage for Models, Tools - Variety of Recreation Options - Social Gathering Spaces - Daycare - Bike Racks - Parking

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

WINTER WINDS

T T

SUMMER WINDS

The site is challenging due to its odd wedge shape, steep slopes and its location next to the highway. The opposite side of Boylston street, known as Berklee Beach is very active with pedestrian traffic, while the current site is dormant due its use as a parking lot. The resulting site strategy is to locate program in such a way as to activate the sidewalk on the site and to bury some of the program within the steep slopes.

TRAINS, CARS, STEEP SLOPES AND RECREATION

C2 FITNESS SQUEEZE

Boston, MA | Two Weeks

SWIMMING POOL

YOGA/MEDITATION BASKETBALL COURTH/M.P. GYM

CAFE

FITNESS ROOM LOCKERS: M LOCKERS: F

ADMIN OFFICES

STORAGE

Through a unique multi-level combination this student and community athletic center would become the new social and recreation hub of the Back Bay neighborhood.

Above: Program massing studies. 30

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Key Spatial Concepts: - Activation through voyeurism - Visual and Audio Connections - Overlapping spaces - Structure Integration into spatial planning and aesthetics

Tectonic Relationships: - Pushing into the site - Pulling and tying spaces together - Spatial Interlock

Above Left: Site structural and program strategies in section. | Above Right: First shematic floorplan study. 31

THE PLAYGROUND

I-90 WEST

I-90 EAST

TS SET US

TER RAIL

CH S SA MA

C2 FITNESS SQUEEZE

Boston , MA | Four Weeks

. AVE

LINE 6

6 9

7 2

3 10

3 9

1 2 3 4 5 6 7 8 9 10 11 12

8 1

ENTRANCE LOBBY SECURITY CHECK POINT CAFE & TERRACE KITCHEN YOGA/MULTIPURPOSE SPACE CARDIO SPACE RESTROOM EGRESS STAIR MECHANICAL SHAFT FIRE COMMAND CENTER STORAGE

T YLS BO

ST.

CAFE AND MAIN ENTRANCE - LEVEL 0 FLOORPLAN

SITE CONCEPT PARTI

STRUCTURAL PARTI

The Playground offers a multi-purpose underground gymnasium and fitness room, as well as an urban view cardio room and integrated building climbing walls for students to play. While the 25 meter lap pool, and yoga and meditation rooms provide the option of relaxation and rejuvenation. And finally, the pool-basin level co-working and installation space along with a the sidewalk cafÃ© and terrace offer the students and the community to refuel, mingle and connect with each other.

VIEW FROM THE HIGHWAY

CARDIO TERRACE

YOGA ROOM

CAFE

ROOF DECK

POOL

WEIGHT & CARDIO GYM BASKETBALL MULTI-PURPOSE COURT

COMMUTER RAIL

CO-WORKING SPACE

GYM STORAGE

GYM LOUNGE YOGA ROOM

CARDIO TERRACE

CAFE

BOYLSTON ST.

WEIGHT & CARDIO GYM

I-90 EAST BASKETBALL MULTI-PURPOSE COURT

GYM STORAGE

COMMUTER RAIL

GYM LOUNGE

SECTION A

MEN’S LOCKER ROOM

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

CO-WORKING SPACE

WOMEN’S LOCKER ROOM

MEN’S LOCKER ROOM

WOMEN’S LOCKER ROOM CO-WORKING SPACE CORRIDOR

BOYLSTON ST.

TERRACE

CO-WORKING SPACE

CAFE

LOBBY CORRIDOR

CORRIDOR

STRETCHING AREA

CLIMBING RENTALS

TERRACE

CAFE

LOBBY CORRIDOR A

STRETCHING AREA

CLIMBING RENTALS

SECTION B

BIRD'S EYE VIEWS FROM MASS AVE

THE PLAYGROUND - SITE CONCEPT AND PROGRAM

C2 FITNESS SQUEEZE

Cambridge , MA | Jun 2013 - Dec 2014

VIEW FROM FREEWAY

VIEW FROM MASS AVE BRIDGE

9 6 10 9 10

1 2 3 4 5 6 7 8 9 10

8 7

ROCK-CLIMBING SHAFT STRETCHING AREA DAY-USE STUDENT STORAGE LOCKERS CARDIO EQUIPMENT WEIGHT EQUIPMENT MEZZANINE CATWALK LOUNGE GYM STORAGE RESTROOM EGRESS STAIR MECHANICAL SHAFT

GYM MEZZANINE - LEVEL B1 FLOORPLAN

9 11

7 9 3

5 1

BASKETBALL COURTS - LEVEL B2 FLOORPLAN 34

1 2 3 4 5 6 7 8 9 10 11 12

MULTI-PURPOSE BASKETBALL COURT COURTSIDE LOUNGE ROCK-CLIMBING STATIONS ROCK-CLIMBING RENTALS DAY-USE STUDENT STORAGE LOCKERS GYM STORAGE SERVICE CORRIDOR RESTROOM EGRESS STAIR MECHANICAL SHAFT SERVICE ENTRANCE STAFF PARKING

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

CAFE RENDERING

5 12 2

4 9 10

1 SECURITY CHECK POINT 2 STUDENT LOUNGE 3 OUTDOOR TERRACE 4 HATHA YOGA ROOM 5 MEDITATION ROOM 6 ADMIN OFFICE 7 CO-WORKING SPACE 8 RESTROOM 9 EGRESS STAIR 10 MECHANICAL SHAFT 11 POOL BASIN 12 POOL MECHANICAL & STORAGE

7 6

POOL - LEVEL 2 FLOORPLAN

4 2

9 5 10 8 10

1 2 3 4 5 6 7 8 9 10 11 12

POOL DECK WOMEN’S LOCKER ROOM MEN’S LOCKER ROOM STUDENT LOUNGE GALLERY AND EVENT SPACE POOL ADMIN OFFICE OUTDOOR ROOF DECK RESTROOMS EGRESS STAIR MECHANICAL SHAFT POOL EQUIPMENT STORAGE POOL MECHANICAL

POOL BASIN - LEVEL 1 FLOORPLAN 35

C-2 STUDIO - HARBOR ISLANDS COLONY

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Instructor: Kyle Schumann | Aug - Dec 2015

Originally from Southern Chile, the artist crafts backstrap woven textiles created from and inspired by the New England environment. Her handwoven pieces range from scarves and wraps, to small tapestries assembled from handdyed yarns in her workshop. In order to make the local dyes, she forages and cultivates wildflowers and berries native to the New England region. Traditionally, weaving has always been a craft that brings together women in communities and empowers them economically. The artist wanted to pass this tradition on to aid and empower battered and homeless young women in Boston while developing her craft further. In order to accomplish this she decided to establish her permanent residence and weaving studio in the Boston Harbor, which reminded her of her hometown Puerto Mont. Abundant with wildflowers and vegetation that can be used for handdying, seasonally accessible by public transportation, yet serene Grape Island was the obvious choice for settlement.

Above:Google image of a native Peruvian backstrap loom weaver representing the fictional client. 37

C2 HARBOR ISLANDS COLONY

HISTORY AND PROCESS OF WEAVING

ANATOLIA (MODERN TURKEY) AND EGYPT FIRST FLAX (LINEN) TEXTILES

PAKISTAN AND INDIA FIRST TRACES OF COTTON

2700 BC - CHINA FIRST CULTIVATION OF SILK

1500 BC - NORTHERN EUROPE FIRST EVIDENCE OF WOOL TEXTILES

9000 BC

6000 BC

3000 BC

BC/AD

300 AD

1812 - 1941 - EUROPE FIRST SYNTHETIC FIBERS DEVELOPED, INCLUDING RAYON, NYLON AND POLYESTER

600 AD

4500 BC FIRST WEAVING LOOMS INVENTED

HORIZONTAL LOOM

900 AD

1200 AD

1500 AD

1000s FREESTANDING LOOMS DEVELOPED

VERTICAL/WEIGHTED LOOM

BACKSTRAP LOOM

HAND/FREESTANDING LOOM

1800 AD

1700s FLYING SHUTTLE INVENTED

DRAW LOOM

Weaving is traditionally a household craft but has been transformed by the industrial revolution over the course of human history. I focused my research on indigenous and artisinal weaving techniques and the naturally and locally occuring fibers that are available in the New England region.

Above: Timeline of weaving technologies and materials. | Below: Sketches of indigenous weaving techniques and how they engage the body. 38

AUTOMATIC LOOM

ACADEMIC | SEGMENT II DESIGN PORTFOLIO Black Walnut – walnut hulls and back contain juglone, a brown dye Canada Goldenrod – the flowers and leaves yield yellow and greenish pigments I researched the varieties Madder – produces red, purple, orange and yellow hues Polypore Mushrooms – grows on pine tree roots and produces yellow pigments

Indigo – produces fast blue hues Staghorn Sumac – produces beige, yellow and black pigments locally plantshues that can be used to dye yarns Woadavailable – blue and purple Weld – produces fast yellow pigments

and fabrics.

These include and are pictured above: Black Walnut – walnut hulls and back contain juglone, a brown dye Canada Goldenrod – the flowers and leaves yield yellow and greenish pigments Madder – produces red, purple, orange and yellow hues Polypore Mushrooms – grows on pine tree roots and produces yellow pigments Indigo – produces fast blue hues Staghorn Sumac – produces beige, yellow and black pigments Woad – blue and purple hues Weld – produces fast yellow pigments

C2 HARBOR ISLANDS COLONY

BACKSTRAP WEAVING - TECHNIQUES AND HUMAN BODY ENGAGEMENT

Typical Weaving Workflow: 1) Store spun thread/yarn 2) Dyeing thread or yarn 3) Setup Loom Warp 4) Weave 5) Remove Textiles 6) Store Textiles

SCHEME 1 - SECTION 1/16” SCALE

PARTI

PROGRAM

CIRCULATION

GROWING

DRYING/DYING

HAND LOOM

PEG LOOM

BACKSTRAP LOOM

PARTI

PROGRAM

SCHEME 2 - SECTION 1/16” SCALE

CIRCULATION

GROWING/DRYING

DYE PREP

WEAVING

THREAD STORAGE

THREAD DYING/DRYING

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

I tried designing spatial lworkshop ayouts to accommodate the weaver's workflow and equipment. Both

C2 HARBOR ISLANDS COLONY

GRAPE ISLAND - THE HOME OF THE NEW WEAVING VILLAGE

WINTER WINDS

SUMMER WINDS

GRAPE ISLAND SITE SECTION 42

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

In accordance with the artistâ&#x20AC;&#x2122;s reverence for the natural environment, the architecture of the weaving village is minimally invasive on the site, cascading down the gentle slope on raised piles. The complex progresses from the most public spaces engaging with a common hiking trail to the most private temporary residences. The complex is strategically located away from official campsites but in close proximity to wildflower fields for convenient gathering. Itâ&#x20AC;&#x2122;s axially organized and oriented to take advantage or northwestern views of Boston and the harbor, and to maximize southern solar exposure for daylighting and heat gain in the cooler months.

C2 HARBOR ISLANDS COLONY

WEAVING VILLAGE SITE STRATEGY AND CONCEPT

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

In the warmer months when the island is accessible by public ferries, from June through the end of October, the artist holds frequent tours and workshops for the visiting and camping public in her studio, and offers four inresidence apprenticeships. The apprentices learn her entire process, from dye production to complex backstrap weaving techniques. The proceeds from this apprenticeship program fund the W.E.A.V.E. Women Empowered Against Violence and Exiguity retreat program during the winter months, from October through May. Through this program, the artist host up to four women that have either been victims of domestic violence or have become homeless and shares her craft in the restorative and sheltered setting of Grape Island.

C2 HARBOR ISLANDS COLONY

THE WEAVING STUDIO

HOME

TEMPORARY HOUSING

The weaving studio is both the artistâ&#x20AC;&#x2122;s haven and a place for engagement with her students and the public. The studio includes a publicly accessible gallery and gift shop, the yarn and dye preparation shop and the weaving gallery. The tapered spaces are shaped by the process of backstrap weaving, in which the warp grows shorter as the artist completes the textile. The weaving gallery is the space where most of the craftswomanâ&#x20AC;&#x2122;s time is spent, which calls for an abundance of natural light and an almost spiritual spatial experience.

WORKSHOP

OVERALL FLOOR PLAN

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

C2 HARBOR ISLANDS COLONY

FINAL MODEL ELEVATION VIEW

The Residences The artistâ&#x20AC;&#x2122;s home and the temporary residences are of modest size and designed to operate with limited electricity and plumbing. They are naturally ventilated and heated with woodburning stoves. The sloped roofs are designed to shed snow and collect rain. The private sleeping quarters are quite small with the intention for residents to interact in the shared living spaces or the workshop to foster community.

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

50 SHADES OF GREEN

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Kyle Sturgeon and Lauren Shirley| Fall 2013

10 TECHNOLOGIES

ANNA MEZHERITSKAYA

HOUSEHOLD SOLID WASTE COLLECTION

BIOGAS

ELECTRICITY

POWER PLANT

SLUDGE

50 SHADES OF GREEN

ANAEROBIC DIGESTION

FARM

ANAEROBIC BIODIGESTER

FOOD

ANAEROBIC DIGESTION - ENERGY FROM KITCHEN TO KITCHEN

BIOGAS PIPELINE WASTE INPUT

CELL COVER

DIGESTER EFFLUENT

BIOGAS STORAGE DIGESTION CELL

DRYING CELL

COVERED LAGOON BIODIGESTER - SYSTEM SECTION

WASTE INPUT

CELL COVER

DIGESTER EFFLUENT BIOGAS STORAGE

DIGESTION CELL

INFLUENT STRUCTURE

EFFLUENT STRUCTURE

THE DATA

PLUG FLOW DIGESTER - SYSTEM SECTION

NEEDS: Organic Waste, Heat, Microorganisms AFFECT: Ecological, Building Performance in Energy Generation and Use SCALE: Varies from a few cubic feet in domestic applications to hundreds of cubic feet in industrial uses. DEPLOYMENT: Can be deployed as stand-alone or connected to the grid to return energy. DATA: 1 cubic foot Biogas = 10 Btu/1% Methane Content

10 TECHNOLOGIES 10 TECHNOLOGIES

BIODIGESTER

ANAEROBIC ANAEROBIC DIGESTION DIGESTION - ENERGY - ENERGY FROMFROM KITCHEN KITCHEN TO KITCHEN TO KITCHEN

HEAT TEMP:T 98o-103o F

MICROORGANISM A

DIGESTED WASTE

WASTE WASTE INPUT INPUT

NO OXYGEN

MICROORGANISM B

COVERED COVERED LAGOON LAGOON BIODIGESTER BIODIGESTER - SYSTEM - SYSTEM SECTION SECTION

ACID

BIOGAS

SLUDGE

FARM FARM

WASTE

FOOD FOOD

BIOGAS BIOGAS PIPELINE PIPELINE

A “ i o g u s

FLUID ZONE DIGESTER DIGESTER EFFLUENT EFFLUENT

WATER

98 F - 103F

DRYING DRYING CELLCELL

SLUDGE ZONE

CELLCELL COVER COVER

DIGESTER DIGESTER EFFLUENT EFFLUENT BIOGAS BIOGAS STORAGE STORAGE

MICROORGANISM C

PLUGPLUG FLOWFLOW DIGESTER DIGESTER - SYSTEM - SYSTEM SECTION SECTION

MIXING ZONE

DIGESTION DIGESTION CELLCELL

SLUDGE

EFFLUENT EFFLUENT STRUCTURE STRUCTURE

SLUDGE

BIOGAS

INFLUENT INFLUENT STRUCTURE STRUCTURE

METHANE FERTILIZER NEEDS: NEEDS: Organic Organic Waste, Waste, Heat,Heat, Microorganisms Microorganisms + CO2 GAS TOPSOIL ORGANIC AFFECT: AFFECT: Ecological, Ecological, Building Building Performance Performance in Energy in Energy Generation Generation and and Use Use [50-80%] [20-50%] FERTILIZER SCALE: SCALE: Varies Varies fromfrom a fewa cubic few cubic feet feet in domestic in domestic applications applications to hundreds to hundreds of cubic of cubic feet feet in industrial in industrial uses.uses. DEPLOYMENT: DEPLOYMENT: Can Can be deployed be deployed as stand-alone as stand-alone or connected or connected to the to grid the grid to return to return energy. energy. ELECTRICITY DATA: DATA: 1 cubic 1 cubic foot foot Biogas Biogas = 10 =Btu/1% 10 Btu/1% Methane Methane Content Content

ANAEROBIC DIGESTION PROCESS

HEAT

THE DATA THE DATA

POWER POWER PLANT PLANT

BIOGAS

GAS

CLOSED SYSTEM

10 BTU / 1% METHANE / 1 CUBIC FOOT

DIGESTION DIGESTION CELLCELL

ELECTRICITY ELECTRICITY

HOUSEHOLD HOUSEHOLD SOLID SOLID ANAEROBIC ANAEROBIC WASTE WASTE BIODIGESTER BIODIGESTER COLLECTION COLLECTION

CELLCELL COVER COVER BIOGAS BIOGAS STORAGE STORAGE

WASTE WASTE INPUT INPUT

METHANE PURIFIED

ANIMAL WASTE SOLID WASTEWATER AGRICULTURAL WASTE FOOD PROCESSING BY-PRODUCTS

ELECTRIC POWER PLANT

METHANE BURNED TO HEAT THE BIODIGESTER

ANNA ANNA MEZHERITSKAYA MEZHERITSKAYA Anaerobic digestion is a technology that can produce a “Kitchen-to-Kitchen” energy system. This is a system in which waste is digested by microbacteria in an oxygen-free environment to produce Methane and CO2 gasses, and a sludge (effluent) that can be dried and used as fertilizer. Waste is recycled into energy and soil nutreints. ORGANIC WASTE

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

ANAEROBIC ANAEROBIC DIGESTION DIGESTION

COMPLETE MIX DIGESTER - PARTIAL SYSTEM SECTION

50 SHADES OF GREEN

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

MILAN

BOSCO-VERTICALE Translated as “Vertical Forest”, these two green residential skyscrapers in Milan, Italy, designed by Boeri Studios and slated to be completed in late 2013, bring the forest back to the city. In order to tackle Milan’s deforestation, pollution, and heat-island issues the towers incorporate biodiverse vegetation facades, rain collection, and grey water recycling systems into a dense footprint while opening the rest of the site to a green space. The towers not only improve the quality of life for their residents through passive use of over 700 trees, but set an urban scale precedent of re-colonizing dense European cities for a greener future.

The Vertical Forest sets an urban re-forestation precedent for Milan and improves the natural environment of the city. The grey water filtration and irrigation system is a technological object incorporated into the building to support the green surfaces. The green surface impacts the buldings and the immediate site as these are its full extents of reach.

50SOG 50SOGTOPIC TOPIC22GREEN GREENSURFACES SURFACES

50 SHADES OF GREEN

URBAN URBAN FOREST FORESTFILTRATION FILTRATIONAND ANDRECOLONIZATION RECOLONIZATIONSYSTEM SYSTEM BOSCO BOSCOVERTICALE| VERTICALE|BOERI BOERISTUDIO STUDIO||MILAN, MILAN,ITALY ITALY||2013 2013 GREEN GREENSURFACE: SURFACE: TREES TREESAND ANDPLANTS PLANTS

FOREST FOREST 10,000 10,000m2 m2

TWO TWOTOWERS TOWERS 2,000 2,000m2 m2FOOTPRINT FOOTPRINT 9,000 9,000Trees Trees& &Plans Plans 115 115Residential ResidentialUnits Units

RESIDENTIAL RESIDENTIAL 50,000 50,000m2 m2

BLOCKS BLOCKSNOISE NOISE

MASTER MASTER BATHROOM BATHROOM

PUBLIC BALCONY PUBLIC BALCONY

BUILDING GREYWATER SYSTEM BUILDING GREYWATER SYSTEM

DENSIFICATION DENSIFICATIONDIAGRAM DIAGRAM

MASTER BEDROOM MASTER BEDROOM

BALCONY BALCONY CLOSET CLOSET

STAIRWAY STAIRWAY

BEDROOM BEDROOM

BATHROOM BATHROOM ELEVATOR ELEVATOR HALLWAY HALLWAY

BATHROOM BATHROOM

BEDROOM BEDROOM

PROGRAMMATIC PROGRAMMATIC MODULES MODULES

BLOCKS BLOCKSWINDS WINDS

3 BEDROOM 3 BEDROOM APARTMENT APARTMENT

INTERIOR HALLWAY INTERIOR HALLWAY ENTRY ENTRY

CLOSET CLOSET

BATHROOM BATHROOM

ENTRY ENTRY

KITCHEN KITCHEN

KITCHEN KITCHEN DINING DINING

BALCONY BALCONY

REDUCES REDUCESINDOOR INDOOR AIR AIRPOLLUSION POLLUSION

DINING DINING

BEDROOM BEDROOM

LIVING ROOM LIVING ROOM

BALCONY BALCONY

LIVING ROOM LIVING ROOM

1 BEDROOM 1 BEDROOM APARTMENT APARTMENT

TYPICAL FLOORPLAN - INTERIOR SPACE RELATION TO GREEN SUFACE TYPICAL FLOORPLAN - INTERIOR SPACE RELATION TO GREEN SUFACE

PUBLIC PUBLIC LOBBY LOBBY RAINWATER COLLECTION SYSTEM RAINWATER COLLECTION SYSTEM

BUILDING GREEN SURFACE - SYSTEM SECTION DIAGRAM BUILDING GREEN SURFACE - SYSTEM SECTION DIAGRAM

PERFORMANCE PERFORMANCE

BIO-DIVERSE, BIO-DIVERSE,PASSIVE PASSIVE ACADEMIC | SEGMENT II DESIGN PORTFOLIO

9 METERS 9 METERS

6 METERS 6 METERS

3 METERS 3 METERS

PRIVACY PRIVACY

TYPICAL TREE SIZES TYPICAL TREE SIZES

COCO 2 2 2

O2 O

SUN ANGLES SUN ANGLES

TREE PLANTER TREE PLANTER 1. 1. TREE TREE 2. 2. SECURING STEEL SECURING STEEL 3. 3. ROOT BALL ROOT BALL 4. 4. SOIL SOIL 5. 5. WATERPROOF WATERPROOF MEMBRANE MEMBRANE 6. GREY WATER 6. GREY WATER IRRIGATION IRRIGATION

TYPICAL BUILDING SECTION TYPICAL BUILDING SECTION

TREE PLANTER DETAIL TREE PLANTER DETAIL

50 SHADES OF GREEN

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

LONDON

DAVIES ALPINE HOUSE Commissioned by the Royal Botanical Gardens, in London, the project is a cooling greenhouse designed to reproduce the climate conditions required to grow alpine plants in a fluctuating and humid UK climate. The project architects set out to design a glasshouse that would reduce energy used for cooling the interior space yet create an aesthetically pleasing structure to attract more visitors to the alpine plant habitat exhibit. The resulting structure incorporates natural cooling techniques to use 90% less power than a conventional refrigeration system, and an innovative glazing system to increase the amount of natural light and ventillation available to the housed plants.

The building as a case study of an energy efficient air conditioning system sets a sustainability precedent that can implemented outside of the immediate site. The innovative glazing system on the roof of the pavilion maximizes the natural light exposure for the housed plants and has an aesthetic effect of the imediate site. The buildingâ&#x20AC;&#x2122;s passive cooling system has the most sustainable effect on the interior of the pavilion - it mimics an Alpine climate and reduces energy use by 90%

50SOG TOPIC 4 - ALTERNATIVE ENERGY + THERMALCONTROL

50 SHADES OF GREEN

CLIMATE-RESPONSIVE PLANT-COOLING PAVILION DAVIES ALPINE HOUSE|WILKINSON EYRE ARCHITECTS| ROYAL BOTANICAL GARDENS KEW, LONDON, UK | 2005 INTENSE SUN

[STACK EFFECT]

COLD WINDS

ALPINE MICROCLIMATE VENTILATION + SUNLIGHT ZONE

ALPINE CLIMATE CONDITIONS WARM DAY COOLING EXHAUST VENT

REFRIGERATION + COOLING ZONE

COOLING VENTILATION DIAGRAM - BUILDING SECTION NIGHT FLUSH TYPICAL

NIGHT FLUSH HOT NIGHT EXHAUST VENT

EXHAUST VENT

FAN

SUPPLY VENT D1 - CLOSED D2 - OPEN D3 - CLOSED AIR PASSES THROUGH THE SUBTERRANEAN CONCRETE LABYRINTH WHICH COOLS THE AIR BEFORE IT REACHES THE HOUSED ALPINE PLANTS

COOLING DIAGRAMS

D1 FAN

SUPPLY VENT

D1 - OPEN D2 - CLOSED D3 - OPEN AIR PASSES EITHER FROM OUTSIDE THROUGH THE LABYRINTH AND IS VENTED OR DIRECTLY TO THE ALPINE PLANTS

D1 FAN

SUPPLY VENT

D1 - OPEN D2 - OPEN D3 - OPEN AIR IS PUMPED THROUGH THE LABRYINTH WHICH COOLS IT. THE AIR IS THEN EITHER VENTED OUTSIDE OR TO THE PLANTS

PERFORMANCE PERFORMANCE

R WA

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

UP P R A ER A RC R H A CH A ND N TR D TR US U S D SS D ETA ETA IL IL

INNOVATIVE, PASSIVE INNOVATIVE, PASSIVE

OPERABLE PANEL FOR PASSIVE VENTILLATION OPERABLE PANEL FOR PASSIVE VENTILLATION

LO WE AR R AR CH C CO H CO NN N EC NEC TIO T N D IO N D ETA ETA IL IL

R WA

AIR AIR

STEEL FR AME AND CABLE GLAZING STEEL FR AME STRUCTURE AND CABLE GLAZING STRUCTURE

STEEL CABLE SUPPORTS MINIMIZE STRUCTURE STEEL CABLEAND SUPMAXIMIZE LIGHT PORTS MINIMIZE TRANSMISSION STRUCTURE AND MAXIMIZE LIGHT TRANSMISSION

BASE DETAIL BASE DETAIL TO CONCRETE TO CONCRETE

LO W

LOW-IRON GLAZING ENABLES 90% LIGHT TRANSMISSION LOW-IRON GLAZING ENABLES 90% LIGHT TRANSMISSION

GLAZING DETAILS GLAZING DETAILS

0.5M

0M 0.25M

0.5M

0M 0.25M

L AIR

COO

L AIR

COO

AIR AIR

COOLING LABYRINTH COOLING LABYRINTH

ALPINE CLIMATE INTERIOR SPACE ALPINE CLIMATE INTERIOR SPACE

CONCRETE FOUNDATION CONCRETE WALL FOUNDATION WALL

AXONOMETRIC SECTION DIAGRAM AXONOMETRIC SECTION DIAGRAM

50 SHADES OF GREEN

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

SEVILLE SEVILLE

BRITISH PAVILION Designed Designedfor forthe the1992 1992World WorldExpo ExpoininSeville, Seville,Spain, Spain, the theBritish BritishPavilion Pavilionisisaaresponse responseto tothe thetheme themeof of“Age “Age of ofDiscovery”. Discovery”.The Thepavilion pavilionisisaa prefabricated prefabricatedand and unornamented unornamentedstructure structuremade madewith withthe thematerials materialsof ofthe the20th 20th century century--glass, glass,steel steeland andPVC. PVC.The Thepavilion pavilionaims aimsto toreduce reduce energy energyuse usethrough throughaahigh-tech high-techand andlight lightstructural structuraland and envelope envelopesystems. systems.Water Waterisisaakey keyfocus focusininthe thepavilion pavilionas as an anaesthetic aestheticelement elementand andprimrily primrilyas asaaheat heatsink sinkto tomitigate mitigate the thescorching scorchingclimate climateof ofaaSeville Sevillesummer. summer.The Thepavilion pavilion functions functionsas asbuildings buildingswithin withinaabuilding buildingand andutilizes utilizesindustrial industrial technology technologyto tomitigate mitigateenvironmental environmentalissues issuesand andmoves moves towards towardsmore moresustainable sustainablepractices. practices.

The Thewater waterwall wallon onthe theEsat Esatside sideofofthe thebuilding building contributes contributesaesthetcally aesthetcallytotothe theimmediate immediatesite siteand and provides providesevaporative evaporativecooling. cooling. The Theroof roofhouses housesaaseries seriesofoflouvers louversthat thatreduce reducesolar solar heat heatgain gainand andsuport suportPhotovoltaic Photovoltaicpanels panelsthat thatpower powerthe the water waterpumps pumpsofofthe thewater waterwall wallsystems. systems. The Thebuilding’s building’swater watermanagemnt managemntsystems systemsare are concentrated concentratedon onthe theexterior exteriorshell shelland andaffect affectthe the aesthetic aestheticand andenvironmental environmentalconditions conditionsindoors. indoors.. .

50SOG 50SOGTOPIC TOPIC3 -3 WATER - WATERAND ANDWASTE WASTEMANAGEMENT MANAGEMENT

50 SHADES OF GREEN

HYDROEXCHANGE HYDROEXCHANGEEXHIBITION EXHIBITIONMACHINE MACHINE BRITISH BRITISHPAVILION| PAVILION|NICHOLAS NICHOLASGRIMSHAW GRIMSHAW& &PARTNERS| PARTNERS|SEVILLE, SEVILLE,SPAIN SPAIN| |1992 1992 SYSTEM SYSTEM COMPONENTS COMPONENTS AND AND THEIR THEIR FUNCTIONS FUNCTIONS AXONOMETRIC AXONOMETRIC DIAGRAM DIAGRAM

WEST WEST WATER WATER TANK TANK WALL WALL • • ABSORBS ABSORBS SOLAR SOLAR HEAT HEAT GAIN GAIN • • LIGHTWEIGHT LIGHTWEIGHT

PHOTOVOLTAIC PHOTOVOLTAIC LOUVER LOUVER ARRAY ARRAY

• • SHADES SHADES FROM FROM MIDDAY MIDDAY SOLAR SOLAR HEAT HEAT GAIN GAIN • • POWERS POWERS WATER WATER PUMPS PUMPS AND AND HVAC HVAC

1212 PMPM 3 PM 3 PM

CONDITIONED CONDITIONED EXHIBIT EXHIBIT PODS PODS

EAST EAST WATERFALL WATERFALL WALL WALL

9 AM 9 AM

• • ABSORBS ABSORBS SOLAR SOLAR HEAT HEAT GAIN GAIN • • ATMOSPHERIC ATMOSPHERIC FEATURE FEATURE

SOUTH SOUTH FABRIC FABRIC WALL WALL

• • SHADES SHADES FROM FROM SOLAR SOLAR HEAT HEAT GAIN GAIN • • LIGHTWEIGHT LIGHTWEIGHT VENTILLATION VENTILLATION

6 AM 6 AM

THERMODYNAMIC THERMODYNAMIC BUILDING BUILDING FUNCFUNCTION TION SECTION SECTION DIAGRAM DIAGRAM

HVAC HVAC SYSTEM SYSTEM

72° 72° FF 100° 100° FF

85° 85° FF

WATER WATER TANKS TANKS

EVAPORATIVE EVAPORATIVE POOL POOL

85° 85° FF

WARM WARM AIRAIR / HEAT / HEAT

100° 100° FF

SOLAR SOLAR ELECTRICAL ELECTRICAL POWER POWER COOLING COOLING INTERIOR INTERIOR COOLING COOLING ZONES ZONES WATER WATER RESERVOIRS RESERVOIRS

EAST EAST - MAIN - MAIN ENTRANCE ENTRANCE

WEST WEST - MAINTENANCE - MAINTENANCE

TEMPERATURE TEMPERATURE MITIGATION MITIGATION TEMPORAL TEMPORAL GRAPH GRAPH

100100 F F

OUTSIDE OUTSIDE TEMPERATURE TEMPERATURE 50 F50 F

TEMPERATURE TEMPERATURE INSIDE INSIDE PAVILION PAVILION

0 F0 F 6AM 6AM

9AM 9AM

12PM 12PM

3PM 3PM

6PM 6PM

9PM 9PM

12AM 12AM

PERFORMANCE PERFORMANCE

SOUTH FACADE FACADE AND AND ROOF ROOF ASSEMBLY ASSEMBLY DETAIL DETAIL SOUTH

PHOTOVOLTAIC PHOTOVOLTAIC PANELS PANELS

REFLECTIVESHADE SHADE REFLECTIVE PANELS PANELS

LIGHTING LIGHTING

PODHVAC HVAC POD

STEEL STEEL CABLES CABLES

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

PREFABRICATED, HI-TECH

H2OPUMP PUMP H2O

FABRIC FABRIC SHADES SHADES STEEL STEEL STRUCTURAL STRUCTURAL FRAME FRAME

EAST WATER WATER WALL WALL -- AXONOMETRIC AXONOMETRIC DIAGRAM DIAGRAM EAST

50 SHADES OF GREEN

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

BOSTON

DEWEY BIKEREACTOR The project transforms a vacant building near Dewey Square, at 51 High Street, into a living bioreactor symbiotically tied into the urban and social fabrics that produces fuel for humans and vehicles. The building will draw on the CO2 produced by the nearby I-93, and the thousands of gallons of greywater produced by the bicyclists daily to feed its algae bioreactor. The system will take waste from Bostonâ&#x20AC;&#x2122;s commuters and fuel them in return. The bikereactor building embraces the value of symbiotic and opportunistic, almost subversive, sustainability. The building becomes a living machine, employing a high-tech approach, and taking on a productive and educational role, beyond serving the basic programmatic needs of the users. The system would encourage development of alternative renewable biofuels and contribute to an urban-scale precedent model that could hopefully be implemented on other similar sites.

The Bikereactor aids urban polluion mitigation by using carbon dioxide emissions to produce cleaner-burning biofuel, while educating the public about algae energy. The algae processing technology inside the building creates sustainable products but requires a heavy supply of electricity from the grid. The facade algae bioreactor that pumps water and microalgae daily becomes an aesthetic feature of the building and the immediate site, as it remediates water and air pollution.

50SOG 50SOGPART PART2 2

ALGEA COMMUTER ANDAND FUEL HUBHUB ALGEABIOREACTOR BIOREACTOR COMMUTER FUEL 50 SHADES OF GREEN

50SOG 2 DEWEY PART BIKEREACTOR | ANNA MEZHERITSKAYA | BOSTON, MA, USA | 2013

DEWEY BIKEREACTOR | ANNA MEZHERITSKAYA | BOSTON, MA, USA | 2013

ALGEA BIOREACTOR COMMUTER AND FUEL HUB DEWEY BIKEREACTOR | ANNA MEZHERITSKAYA | BOSTON, MA, USA | 2013 ALGAE BIOREACTOR [ 2,500 SF SKIN ] [ 8,500 GALLONS/CYCLE ]

ALGAE BIOREACTOR [ 2,500 SF SKIN ] [ 8,500 GALLONS/CYCLE ]

SUNLIGHT

CH KIT

[ 2-7 HRS/DAY DIRECT ]

CH KIT

SUNLIGHT

[ 2-7 HRS/DAY DIRECT ]

SUNLIGHT

EN CHS KITICE OFF

[ 2-7 HRS/DAY DIRECT ]

OFF

E BIK AGE R O ST

ERS OW RS S H R S E WE S OCK SHOGREYWATER ER L

K OC [L6,600 GALLONS/DAY ]

GREYWATER

CARS

GREYWATER [ 6,600 GALLONS/DAY ]

[ 6,600 GALLONS/DAY ]

CARS CARS

[ 100,000 CARS/DAY [ 100,000 CARS/DAY ] ]

[50% BIOMASS] [50% LIPIDS]

IC OFF

AFE

RS WE SHO KERS C LO

[ 100,000 CARS/DAY ]

S PROCESSING

ICE

E BIK AGE R O ST BIKE SHOP

PROCESSING [50% BIOMASS]

PROCESSING[50% LIPIDS] [50% BIOMASS] [50% LIPIDS]

E BIK AGE OR ST

HIGH

ST.

FUEL OIL

HIGH

ST.

[ 0.245 GALLONS/SF ] BIKE [ 600 GALLONS/CYCLE ] BIKE [ 30 CAR TANKS/CYCLE ] SHOP SHOP

FUEL OIL FUEL OIL

[ 0.245] GALLONS/SF ] [ 0.245 GALLONS/SF [ 600 GALLONS/CYCLE ] [ 600 GALLONS/CYCLE ] [ 30 CAR TANKS/CYCLE ] [ 30 CAR TANKS/CYCLE ]

COMMUTERS

[ 200+/- PEOPLE/DAY ]

COMMUTERS COMMUTERS

[ 200+/- PEOPLE/DAY ]

CO2 [ 40,000 GALLONS/DAY ]

PUR CHA

CO2 [ 40,000 GALLONS/DAY ]

PUR CHA

CO2 [ 40,000 GALLONS/DAY ]

AXONOMETRIC BUILDING SYSTEM DIAGRAM

SE S

SEPSU TR. CH

ASE

ST.

10 TECHNOLOGIES

PERFORMANCE

ANAEROBIC DIGESTION ANNA MEZHERITSKAYA CAFE

5,000 pounds/cycle ELECTRICITY

COMMUTERS

GREYWATER

200 commuters/day

6000 gallons/day

100,000 cars/day

40,000 gallons/day

30 car tanks/cycle

2,500 sq. ft skin 8,500 gallons/cycle

PROCESSING

ANAEROBIC BIODIGESTER

50 % Biomass

POWER PLANT

50 % Lipids

FUEL OIL 0.245 gallons/sq. ft. 600 gallons/cycle

SLUDGE

HOUSEHOLD CO2 CARS SOLID WASTE FUELCOLLECTION STATION

ALGAE BIOREACTOR

BIOGAS

FERTILIZER SUPPLEMENTS

SYSTEM INPUTS AND OUTPUTS FARM

FOOD

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

LIVING MACHINE, SYMBIOTIC

ANAEROBIC DIGESTION - ENERGY FROM KITCHEN TO CAFE KITCHEN

BIOGAS PIPELINE LEVEL 4

WASTE INPUT

HIGH

CELL COVER

ST. COMMUTER SHOWERS

DIGESTER EFFLUENT

BIOGAS STORAGE ALGAE BIOREACTOR DRYING DOUBLE-GLAZED FACADE

DIGESTION CELL

CELL

COVERED LAGOON BIODIGESTER - SYSTEM SECTION LEVEL 3

WASTE INPUT

COMMUTER SHOWERS

CELL COVER

DIGESTER EFFLUENT

BIOGAS STORAGE

DIGESTION CELL LEVEL 2

INFLUENT STRUCTURE

THE DATA

PLUG FLOW DIGESTER - SYSTEM SECTION

GREYWATER COLLECTION TANKS

EFFLUENT STRUCTURE

NEEDS: Organic Waste, Heat, Microorganisms AFFECT: Ecological, Building Performance in Energy Generation and Use LEVEL 1

SCALE: Varies from a few cubic feet in domestic applications to hundreds of cubic feet in industrial uses. DEPLOYMENT: Can be deployed as stand-alone or connected to the grid to return energy. DATA: 1 cubic foot Biogas = 10 Btu/1% Methane Content

BIOREACTOR SKIN DETAIL - SOUTH FACADE

DETAILING AND CONSTRUCTION DOCUMENTATION

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Marilyn Moedinger | Fall 2014

This course taught me the philosophy of detailing and the logic behind construction document production. Most importantly I learned to ask why something is drawn a certain way, how things are assembled and to use a detective logic approach to architectural detailing. Above is a typical steel backed rainscreen wall deconstructed into its various components and stages of assembly.

DETAILING 951 BOYLSTON - A RENOVATED HISTORIC BUILDING

DETAILING AND CONSTRUCTION DOCUMENTATION

Boston, MA | Four Weeks

The first detailing exercise of the class was to visit the 951 Boylston building on our campus and develop wall details based on first-hand observations, field measurements and historic construction drawing research. After scavenging and reiterating the wall detail, we were asked to redesign the wall by implementing a contemporary construction system while maintaining the overall dimensions and appearance of thee building facade.

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

FORENSIC DETAILING - WHAT IS THAT AND WHY IS IT THERE?

DETAILING AND CONSTRUCTION DOCUMENTATION

Cambridge , MA | Four Weeks

The next exercise was to deconstruct the original building wall detail to explain the functions and reasoning behind the various parts of the wall assembly.

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

SKETCH PROBLEMS AND WORKSHOPS

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

SPRING 2013 - FA2015

Design learning continues outside of studio and regularly scheduled courses. The BAC challenges students' design and collaboration skill through day-long charettes, both required as in the case of the Sketch Problems, and optional. These charettes have become one of my favorite aspects of the design education at the BAC, so much that I continue exploring ways to apply to my design skills outside of the classroom and the office. There are always new skills to learn and existing ones to take to the next level.

Above: My family tree diagram that I designed and etched into a chunk of wood as a present for my family. 77

SKETCH PROBLEM 2 - FENWAY HOSTEL

SKETCH PROBLEM 2

Kerri Frick| Spring 2013

This was a one day design charette challenging students to design an international hostel on a given site near Fenway Park while taking into consideration sustainable site design strategies. The building utilizes site orientation, landscaping, wall massing, exterior louvers to reduce daytim heat gain in the summer and store head in the winter. All living spaces have operable windows and shading systems to allow privacy and ventillation control and take advantage of prevailing summer winds. The building is ADA accessible even though it is stepped and elevated off the ground for more effective cooling and insulation.

Above Left: Site analysis diagrams | Right: Axonometric perspective and a floorplan of my final hostel design. 78

ACADEMIC | SEGMENT II DESIGN PORTFOLIO Above: Diagrammatic building sections clarifying the passive sustainable strategies of the design. 79

SKETCH PROBLEM 3

Kyle Sturgeon| Fall 2013

RAINWATER CATCHMENT

PHOTOVOLTAIC PANELS DAYLIGHTING AND SOLAR HEAT GAIN

GREEN ROOF

MECHANICAL/ELECTRICAL ROOM ECO-MACHINE ROOM CONSTRUCTED WETLANDS [STEP 4]

AERATED LAGOONS [STEP 5]

THE EDUCATIONAL ECO-MACHINE

LIVING BUILDING, LOW-IMPACT

OMEGA CENTER FOR SUSTAINABLE LIVING | BNIM & CONSERVATION DESIGN FORUM | RHINEBACK, NY, USA| 2009

This collaborative sketch problem focused on analyzing a sustainable technology precedent and applying it on the BAC campus.

80 60

Remo val of

Solids

3 3

RAINWATER CATCHMENT

3 val Remo

ls via

ica

pla

DAYLIGHTING AND SOLAR HEAT GAIN

PHOTOVOLTAIC PANELS

of Ch

I worked with one partner as we studied the Omega educational center's eco-machine system, which cleans wastewater and collected rainwater for non-potable uses, such as site irrigation, flushing of toilets and ground aquifer replenishment.

nts

GREEN ROOF

Waste-Water Puriication Process 1: Septic Tank 2. Equalization Chamber 4. Aerated Lagoons 5. Recirculating Sand Filter

3. Constructed Wetlands 6. Dispersal Field

PROJECT DESCRIPTION:

We had a few hours to research and understand the project and its systems, and then explain what we learned to our classmates through diagrams.

MECHANICAL/ELECTRICAL ROOM ECO-MACHINE ROOM CONSTRUCTED WETLANDS [STEP 4]

AERATED LAGOONS [STEP 5]

This project incorporates an Eco-Machine to filter and reclaim the wastewater from the entire Omega campus - 119 buildings on 195 acres - using natural processes that don’t require chemicals or dependance on municipal water utilites. The Eco-Machine is a seven-step water cleaning process that creates clean water that can be used for irrigation and aquifer replenishment. The system includes solid waste collection and biodigestion, water balancing tanks to account for water us load variations, and several types of plant, sand and microorganism filters to clean the water to safe levels. The building acts as a public education center to increase awarness of water use isssues.

CASE STUDY TEAM #8: Tim O’Donnell, Anna Mezheritskaya

Above: The section diagram that I produced for our presentation| Below: Our group presentation spead with all of our research. 80

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

In the second half of the charette, we were asked to apply the sustainable strategies we learned about to our campus. We designed a gravity fed water filtration system that would support seasonal plant wetlands along the outside ledges on the sbuilding facade.

Above: Section of the 320 Newbury building showing an eco-machine application. | Below: Roof plan. 81

VITAMIN SHOT: BOSS LEVEL

SECTION CUT WORKSHOPS

Robert Yuen| Spring 2015

THE THREE LEVELS OF SUBURGATORY

Suburban Midwest III

Inspired by the artistic smartphone game Monument Valley, the instructors from Section Cut challenged students to imagine and develop a new game level landscape.

In only a few hours, through a series of guided steps, we developed the final boss levels. Can you espace the suburgatory?

Above: Final Game Level rendering | Right from Top to Bottom: Starting image, pixelation, extruded "terrain", landscape typology, game level 82

LET'S SPOON!

ACADEMIC | SEGMENT II DESIGN PORTFOLIO

Kyle Sturgeon, David Morgan, Sean Riley | Fall 2015

This was a one day workshop focused on generating a The spoon bowls were pre-cut on design for a unique crafted spoon. the CNC router and each student designed their own handles to reflect We randomly drew two numbers out of a hat - the the randomly assigned personalities. first was a spoon bowl shape and a the second a "personality". I would definitely spoon again. Bottom: Sketching design ideas; shaping and finishing in the woodshop. | All photos courtesy of Christian Borger 83

WILSON ARCHITECTS

PRACTICE | SEGMENT II DESIGN PORTFOLIO

BOSTON | 2013-PRESENT

The very first week at Wilson I joined a design team preparing site feasibility studies for Boston University along the Commonwealth Avenue corridor, and later interviewing for the opportunity to design the university's new multidisciplinary Neuroscience Research Building. I was resonsible for making physical models to aid the design team in making decisions during the study and to communicate key ideas about the location, scale, materiality to the potential client during the interview presentation.

BOSTON UNIVERSITY NEUROSCIENCE RESEARCH BUILDING SITE STUDY AND PROPOSAL

WILSON ARCHITECTS

Boston, MA | Feb 2013 - Jun 2013

scales with its neighborbs

respects adjacent historic lecture hall

welcomes the streetscape

Above: Final Model 1/16th Scale; Basswood and Acrylic | Right : Study Models 1/32nd Scale; Foamcore, Basswood, Acrylic | Below: Rendering by Duo Yu. 88

Our design team had prepared a variety of visual materials for the interview, including beautiful conceptual renderings of the site. However, the clients responded most strongly to the physical models.

PRACTICE | SEGMENT II DESIGN PORTFOLIO

The site model and the massing iterations tangibly illustrated to the client the building scale and materiality concepts. During the interview ,the clients immediately responded to and interacted with the these mock-ups and engaged in a lively conversation with the senior desingers.

From Top to Bottom: 1/16th Scale; Basswood and Acrylic | 1/16th Scale; Museum Board , Acrylic, Plaster| Rendering by Duo Yu 89

UMASS BOSTON GENERAL ACADEMIC BUILDING RECITAL HALL STUDY

WILSON ARCHITECTS

Boston, MA | Apr 2013 - May 2013

PRACTICE | SEGMENT II DESIGN PORTFOLIO

EF HULT SCHOOL RENOVATION

WILSON ARCHITECTS

Cambridge , MA | Mar 2013 - Jun 2013

VANDERBUILT UNIVERSITY TEAM BUILDING

PRACTICE | SEGMENT II DESIGN PORTFOLIO

Cambridge , MA | Mar 2013 - Jun 2013

MIT NANOTECHNOLOGY BUILDING

WILSON ARCHITECTS

Cambridge , MA | Jun 2013 - Dec 2014

PRACTICE | SEGMENT II DESIGN PORTFOLIO

WILSON ARCHITECTS

PRACTICE | SEGMENT II DESIGN PORTFOLIO

1'-7"

241"

8'-0" 241"

6'-0"

234"

1'-7"

2'-1113 16"

215 16"

14 1'-7"

241"

6'-0"

19'-10"

234"

4'-441"

EQ.

2" 8'-0"

A9.27

234"

1'-7"

243"

241"

3'-0"

EQ.

3'-0"

EQ.

METAL PANEL

234"

4'-441"

234"

241" 14

10'-0"

A9.27

WILSON ARCHITECTS

10'-0"

234"

A9.27

10'-0"

GL-4C

GL-4A

SIM.

A9.27

GL-4B

1HR RATED ENTRANCE

L1 CLEANROOM SOUTH ENTRY

A9.27

1'-0"

1HR FIRE RATED STOREFRONT

L3 CLEANROOM SOUTH ENTRY

GL-4B

L1-L2 CLEANROOM WEST ENTRANCES

1HR FIRE RATED STOREFRONT

GL-4B

2HR FIRE RATED STOREFRONT

L3-L4 CLEANROOM WEST ENTRANCES

SIM.

GL-4B

1HR FIRE RATED STOREFRONT

1'-0"

EQ.

241"

241" 1 1'-0" 24"

1 1'-0" 24"

GL-4B

SIM.

A9.27

241"

A9.27

SIM.

GL-4B

SIM.

GL-4B

GL-4C

GL-4B

EQ.

GL-4C

8'-0"

GL-4C

8'-0"

6'-934"

8'-7"

8'-9"

3'-10"

9 A9.27

GL-4C

SIM.

EQ.

14 A9.27

241"

SIM.

A9.27

241"

234"

A9.27

GL-4C

1'-7"

A9.27

234"

SIM.

1'-9"

GL-4C

13 A9.27

L3 CLEAN STAIR ENTRY

FIRE RATED ALUMINUM-STEEL ENTRANCES AND STOREFRONTS 1/2" = 1'-0"

NOTE: SEE INTERIOR ELEVATIONS FOR GLASS DIMENSIONS VARIES

VARIES

NOTE: SEE INTERIOR ELEVATIONS FOR GLASS DIMENSIONS

2'-8"

5'-10"

2'-8"

VARIES

1'-521"

221"

4'-121"

A9.26

4'-021"

221"

6'-0" 16 A9.26

221"

16 A9.26

A9.26

GL-2A

OR GL-2D

11B

GL-2A

A9.26

GLAZING TYPE GL-2A

GL-2A

WOOD FRAME W/SIDELITES

13A

NMR ENTRY L5

WOOD FRAME W/SIDELITE

13B

GLAZING TYPE GL-2D

185"

1'-0"

WOOD FRAME W/SIDELITE

GL-2A

A9.26

11A

WOOD FRAMES

OR GL-1C

1'-0"

WOOD FRAME

GL-2A

OR GL-1C

8'-2"

GL-2D

8'-0"

GL-2D

8'-0"

GL-2A

8'-0"

VARIES

A9.26

WOOD FRAME W/ MULTIPLE GLASS PANES

GLAZING TYPE GL-2A

WOOD FRAME CONFERENCE RM ENTRY L3

WOOD FRAME W/ MULTIPLE GLASS PANES GLAZING TYPE GL-1C

1/2" = 1'-0"

GENERAL NOTES

VIEWNUMBER

10'-0"

1. INTERIOR GLASS TYPE DESIGNATIONS: REFER TO A9.21 FOR DOOR GLASS TYPE AND A5 ELEVATIONS FOR TRANSLUCENT GLASS TYPE LOCATIONS

SHEETNUMBER

2. ADJUST GLAZING STOP DEPTH AS REQ'D TO CONFORM WITH UL TESTED ASSEMBLIES FOR SIDE AND BORROWED LITES WITHIN RATED WALLS

1'-0" A9.27

A9.26

481"

A9.26

A9.27

A9.26

SIM.

283"

VARIES

283"

VARIES

A9.26

A9.27

SIM.

VISION PANEL

A9.26

A9.27

VISION PANEL

GL-2D

7'-2"

7'-1158"

7'-0"

VARIES

10'-0"

11 A9.26

VARIES

3. REFER TO A5 SERIES ELEVATIONS FOR FRAME LOCATIONS

3165 "

VARIES

SIM.

A9.26

VARIES 7

VARIES

3'-281"

VARIES

A9.26

2" 13

238"

SIM.

VARIES

GL-2D VIEWNUMBER

283"

3'-3161 "

SHEETNUMBER

TYPICAL CONDITIONS

HOLLOW METAL FRAME

HOLD OPEN DOORS

HOLLOW METAL FRAME

ACOUSTICAL (REFER TO SPECIFICATIONS)

HOLLOW METAL FRAME

WITH FIXED METAL TRANSOM

HOLLOW METAL FRAME

HOLD OPEN W/SIDELITE

OVERHEAD COILING DOOR

REFER TO SPECIFICATIONS

SLIDE SWING DOOR ASSEMBLY REFER TO SPECIFICATIONS

ACOUSTICAL

3'-0" 1" 338"

EQ.

2'-0"

SINGLE DOUBLE ACOUSTICAL SINGLE

BB BB1

DOUBLE UNEVEN LEAF DOUBLE UNEVEN LEAF W/LITE GLASS AS SCHEDULED

WOOD VENEER TYPE 2

4'-8" VARIES

4'-0"

934"

STAINLESS STEEL

90 MIN SINGLE 90 MIN DOUBLE

45 MIN SINGLE 45 MIN DOUBLE

SINGLE DOUBLE

SINGLE

1'-3"

90 MIN DOUBLE UNEVEN LEAF

GLASS AS SCHEDULED

STAINLESS STEEL INLAY PANEL

321" EE

VARIES 2"

CHAIN LINK

2'-6" C

WOOD VENEER TYPE 1

GLASS AS SCHEDULED

STAINLESS STEEL INLAY PANEL

1'-078" A

EQ. GLASS AS SCHEDULED

VARIES

GLASS AS SCHEDULED

3'-0" 10"

WOOD VENEER TYPE 1

1'-1041"

VARIES

GLASS AS SCHEDULED

3'-0" 10"

6'-3"

2'-9"

3'-641"

2'-9" VARIES

GLASS AS SCHEDULED

4'-0"

VARIES 3'-4" TYP.

GLASS AS SCHEDULED

3'-0" EQ.

VARIES

6" 3"

3'-4"

VARIES 3" 6"

241"

3'-0" EQ.

321"

1'-741"

VARIES EQ.

3" 6"

8'-0"

VARIES

8'-0"

VARIES

10"

3'-0"

1/2" = 1'-0"

8'-0"

VARIES

DOOR PRODUCT TYPES

2'-6"

1/2" = 1'-0"

REFER TO SPECIFICATIONS

HM FRAME

HOLLOW METAL FRAME TYPES

PARTING FABRIC DOORS

10"

HM FRAME

8'-0"

CONFERENCE ROOM

OFFICE SINGLE

SLIDING SINGLE

SINGLE CHAINLINK

OFFICE DOUBLE

DOOR TYPES 1/2" = 1'-0"

30 January 2015 6901-00 1/8" = 1'-0"

2. ADJUST GLAZING STOP DEPTH AS REQ'D TO CONFORM WITH UL TESTED ASSEMBLIES FOR SIDE AND BORROWED LITES WITHIN RATED WALLS 3. REFER TO A5 SERIES ELEVATIONS FOR FRAME LOCATIONS AND SIZES

NOTE: SEE INTERIOR ELEVATIONS FOR GLASS DIMENSIONS

5'-0" 234"

4'-0"

5'-0",TYP 5'-3" AT CLEAN STAIR

8'-0"

4'-621"

234"

3'-881"

234"

3'-881"

241"

234"

10'-0" 234"

VRS

234"

8'-0"

4'-941"

234"

NOTE: SEE INTERIOR ELEVATIONS FOR GLASS DIMENSIONS 234"

234"

VARIES

A9.27

VIEWNUMBER

1'-11"

GL-1C

GL-4C

2" 2"

GL-4B GL-1A

GL-1C

GL-2A

IN ROOM 5190

234"

GL-2A

HM WINDOW FRAME

60A

60B

1HR FIRE RATED ALUM STOREFRONT

61A

SINGLE GLASS PANE TYPE GL-1A

1HR FIRE RATED ALUM STOREFRONT

61B

SINGLE GLASS PANE TYPE GL-1B

1HR FIRE RATED ALUM STOREFRONT

62A

DOUBLE GLASS PANES TYPE GL-1A

1HR FIRE RATED ALUM STOREFRONT

62B

DOUBLE GLASS PANES TYPE GL-1B

3'-8"

2HR FIRE RATED ALUMINUM-STEEL STOREFRONT

GL-2A

64A

MULTIPLE FIRE-GLASS PANES WITH UV FILM

2HR FIRE RATED ALUMINUM-STEEL STOREFRONT

SINGLE FIRE-GLASS PANE

WOOD FRAME

FIRE-RATED WOOD FRAME W/TYCO SPRINKLERS

L5 A LABS

1'-0"

1HR FIRE RATED ALUMINUM STOREFRONT

SINGLE FIRE-GLASS PANE TYPE GL-4C

1'-0"

1'-0" CLEAN STAIR

1134" 234"

3'-0"TYP

3'-0" 2" 1'-0" 50

GL-2D

3'-0"

A9.26

EQ.

4'-2"

4'-2" GL-4B

3'-8"

GL-4D 2"

GL-1B

243"

SIM.

EQ.

6'-10"

GL-4C

GL-1B

9'-0"

GL-1A

8'-621"

GL-1A

GL-1B 234"

6'-621"

VARIES

GL-1A GL-1A

VRS.

SIM. TO TYPE 22

4 A9.26

VARIES

SHEETNUMBER

6'-10"

3'-8"

WOOD FRAME W/SINGLE PANE

L5 NORTH CORRIDOR LAB WINDOWS

L3-L5 OFFICE AND PUBLIC CORR WINDOWS

WOOD FRAME W/MULTIPLE PANES L3-L5 OFFICE AND PUBLIC CORR WINDOWS

2HR FIRE RATED ALUMINUM-STEEL STOREFRONT SINGLE FIRE-GLASS PANE TYPE GL-4D

WINDOW FRAME TYPES

1/2" = 1'-0"

NOTE: FOR FRAME TYPES 41 AND 42 GLASS WIDTH NOT TO EXCEED 4'-0" PER PANEL AND ALL MULTIPLE PANEL CONDITIONS TO HAVE EQUAL WIDTH DIMENSIONS. 28'-1021" 4'-341"

3'-0163 "

4'-341"

TOTAL LENGTH IS 43'-1 1/8"

3'-0163 "

1134"

4'-341"

EQ.

3'-0"

3'-021"

SIM. TO TYPE 41

FROSTED GLASS PANEL

3'-021"

VIEWNUMBER SHEETNUMBER

A9.40

VIEWNUMBER

GL-2C

SHEETNUMBER

GL-2C

A9.40

12'-0" GL-2C

GL-2C

A9.40

GL-2C

8'-6"

GL-2C

8'-8"

GL-2C

A9.40

8'-8"

GL-2C

12'-0"

A9.40

GL-2C

PRACTICE | SEGMENT II DESIGN PORTFOLIO

GENERAL NOTES 1. INTERIOR GLASS TYPE DESIGNATIONS: REFER TO A9.21 FOR DOOR GLASS TYPE AND A5 ELEVATIONS FOR TRANSLUCENT GLASS TYPE LOCATIONS

BUTT-GLAZED PARTITION

LB OPEN TEACHING

BUTT-GLAZED FRAME

LB TECH OFFICES

BUTT-GLAZED FRAME

LB TECH OFFICES

BUTT-GLAZED PARTITION

LB TECH OFFICES

BUTT-JOINTED GLAZED PARTITION TYPES

1/2" = 1'-0"

19'-10" EQ.

17 A9.27

A9.27

GL-2D

A9.27

GL-2D

ALUM FRAME W/SIDELITE

ALUMINUM STOREFRONT FRAME L1 CLEAN STAIR ENTRY

ALUMINUM STOREFRONT FRAME TYPES 1/2" = 1'-0"

1'-10"

GL-2D

2" GL-2D

1'-9"

2" 33

GL-2D

ALUMINUM STOREFRONT FRAME L2 CLEAN STAIR ENTRY

1 3/4" 20

GL-2D

115 16"

5'-10"

A9.27

GL-2D 16

A9.27

GL-2D

A9.27

GL-2D

VIEWNUMBER

GL-2D

ALUMINUM STOREFRONT FRAME

L1 CLEAN STAIR ENTRY

ALUMINUM STOREFRONT FRAME L2 CLEAN STAIR ENTRY

SHEETNUMBER

30 January 2015

115 16"

L5 IMAGING OFFICES

GL-2D 18 A9.27

GL-2D

SIM.

1 3/4"

GL-2D

ALUMINUM FRAME W/WINDOW AND SLIDING DOOR

GL-2D

EQ.

1 1'-0" 24"

LB SOUTH CORRIDOR ENTRY

GL-2D

ALUM FRAME W/SIDELITES

SEE PARTITION SCHED.

GL-2D 16 A9.27

GL-2D

20 A9.27

12'-0"

GL-2D

2" EQ.

GL-2D

SIM.

A9.27

SIM.

A9.27

GL-2D

6'-9" GL-2D

15 A9.27

1'-10"

GL-2D

A9.27

8'-0"

8'-5"

VARIES

REFER TO RCP FOR CEILING TYP AND HEIGHT, TYP.

20 A9.27

GL-2D

SIM.

A9.27

1'-9"

15 A9.27

20 A9.27

19 A9.27

8'-0"

18 A9.27

SEE PARTITION SCHED.

20 A9.27

14'-6"

18 A9.27

5'-10"

19 A9.27

5'-10"

20 A9.27

12'-0"

18 A9.27

2'-3" 1 3/4"

234"

22 A9.27

1'-10"

2" 20

A9.27

SEE PARTITION SCHEDULE FOR WALL CONSTRUCTION

SIM.

1 3/4"

A9.27

SIM.

14'-6"

2" 20

A9.27

EQ.

1'-9"

22 A9.27

234"

5/8" 20

5'-10"

3'-0"

1 3/4"

EQ.

A9.27

1'-10"

241"

1 3/4"

1'-441"

METAL PANEL

SIM.

1'-9"

234"

EQ.

2" SIM.

SIM.

5'-0"

VARIES

4'-115 16"

3'-0"

SIM.

EQ.

METAL PANEL

1 3/4"

SIM.

1'-3"

SIM.

20 A9.27

DOUBLE STUDS @ JAMB AND HEAD FOR GWB CONSTRUCTION

SIM.

15 A9.27

EQ.

1/2"

5'-10"

EQ.

A9.27

EQ.

2'-3"

5'-0"

3'-0"

EQ.

STEEL STUD ANCHOR (3) PER JAMB

1'-10"

EQ.

METAL PANEL

1'-3"

EQ.

DOUBLE STUDS @ JAMB AND HEAD FOR GWB CONSTRUCTION

SEE PARTITION SCHEDULE FOR WALL 19'-10" CONSTRUCTION 2" EQ. EQ. 3'-0" SIM. DOUBLE STUDS @ JAMB20 AND HEAD FOR GWB CONSTRUCTION

METAL PANEL

6901-00

5 16"

1/8" = 1'-0"

FACE-FASTENED CEMENT FIBER BOARD W/165 " SHIM, ADHERED TO GWB AND H.M. DOOR FRAME

10 SEE PARTITION SCHEDULE FOR WALL CONSTRUCTION DOUBLE STUDS @ JAMB AND HEAD FOR GWB CONSTRUCTION

ALIGN

NOTCH C.F.B. AS REQUIRED FOR HARDWARE AND MAXIMUM DOOR SWING

WOOD JAMB GUARD DETAIL

6" = 1'-0"

JAMB DETAIL AT CEMENT FIBER BOARD WALL 6" = 1'-0"

STEEL STUD ANCHOR (3) PER JAMB

STEEL STUD ANCHOR (3) PER JAMB 2"

5/8"

DOUBLE STUDS @ JAMB AND HEAD FOR GWB CONSTRUCTION

5 8"

115 16" 1 2"

115 16"

VARIES

SEE PARTITION SCHED.

VARIES

SEE PARTITION SCHED.

115 16"

1 2"

1/2"

DOUBLE STUDS @ JAMB AND HEAD FOR GWB CONSTRUCTION

SEE PARTITION SCHEDULE FOR WALL CONSTRUCTION

5 16"

1 2"GWB

HDWD FRAME, STD

4" REVEAL TYP.

FLUSH STONE BASE / WAINSCOT BELOW 5 8"

GWB VENEER J-BEAD, TYP.

JAMB DETAIL AT STONE VENEER WALL

6" = 1'-0"

SEE PARTITION SCHED. Z CLIP ANCHOR OR AS APPROPRIATE FOR WALL CONSTRUCTION, (3) PER JAMB

ARIES

115 16"

HOLLOW METAL JAMB DETAIL AT SIDELIGHT

5/8"

115 16"

NOTE: CMU WALL CONTRUCTION SIMILAR

WASHINGTON UNIVERSITY ENGINEERING DEPARTMENT MASTER PLAN

WILSON ARCHITECTS

St. Louis , MO | Mar 2013 - Jun 2013

100

101

PRACTICE | SEGMENT II DESIGN PORTFOLIO

UMASS AMHERST PHYSICAL SCIENCES BUILDING

A7.11

A.4

11'-5 1/2" CLEAR WIDTH 2" 1'-1" 4'-4" OUTSIDE STRINGERS

Amhearst , MA | Jun 2014 - Jun 2015 A

240' - 11 1/2"

A7.11

A.4

10" 10"

4'-0" INSIDE STRINGERS 1'-0" 4'-4" 2" OUTSIDE STRINGERS

4'-3 3/4"

4'-0" INSIDE STRINGERS

4'-4"

1'-0" 2" 4'-4" OUTSIDE STRINGERS CANE RAIL

4'-3 3/4"

4 1'-9"

7" 1'-7"

6 A7.51

2 A7.11

STAIR 1 299D

1'-11" MIN.

STANDPIPE, DRAIN & FD CONNECTION

STAIR 1 299D

1'-2"

1'-9"

7" 5"

1'-1" MIN.

7 3/4"

1'-11" MIN.

4'-4"

7" 1'-7"

6 A7.51

4.2

240' - 11 1/2"

1'-2"

7" 5"

11'-11" 1'-1" MIN. (13 EQ. TREADS @ 11")

22'-11 3/4" CLEAR WIDTH

7 3/4"

11'-5 1/2" CLEAR WIDTH

2" 1'-1" 11'-11" 4'-4" (13 EQ. @ 11") OUTSIDE TREADS STRINGERS

22'-11 3/4" CLEAR WIDTH

WILSON ARCHITECTS

2 A7.11

LEVEL 2 STAIR 1

1/4" = 1'-0"

4.2

CANE RAIL

STANDPIPE, DRAIN & FD CONNECTION

A7.11

A.4

A LEVEL 2 STAIR 1

1/4" = 1'-0"

A7.11

A.4

A7.11

68° ALTERNATING TREAD STEP LADDER FOR ROOF ACCESS ABOVE, SEISMIC BRACING PER S0.01

2'-0"

STANDPIPE, DRAIN & F.D. CONNECTION 2

17'-2 1/4" CLEAR WIDTH 11'-5 1/2" CLEAR WIDTH

BRACE FRAME ABOVE

Key P

RETURN HANDRAIL TO GUARDRAIL

1'-1"

2 A7.11

LEVEL 1 STAIR 1 1/4" = 1'-0"

A7.11

240' - 11 1/2"

9 3/4"

7'-10" CLEAR WIDTH

1/4" = 1'-0"

22'-11 3/4" 1'-11" MIN.

4'-0" INSIDE STRINGER 4'-4" OUTSIDE STRINGER

Proje

1'-3"

3'-6 3/4"

A7.11

5'-2 1/2"

4'-3 3/4"

1'-2"

1'-1" MIN. 1'-9"

CLEAR WIDTH

11'-11" (13 EQ. TREADS @ 11")

22'-11 3/4" CLEAR WIDTH

4.2

DCAM UMA

" 10'-1 11") DS @ . TREA

STAIR 1 299D

STL GUARDRAIL WITH STEEL MESH PANELS AND SS HANDRAIL

(11 EQ

7" 1'-7"

PHYS 1 BUILD

228' - 3 7/8"

4 1/2"

1'-0" 4'-4" 2" OUTSIDE STRINGERS

Proje

SS HANDRAIL, WALL-MOUNTED

LEVEL 1 STAIR 1

4'-0" INSIDE STRINGERS

4'-4"

STANDPIPE, DRAIN & F.D. CONNECTION

7" 5"

A.4

4.2

10"

1/4" = 1'-0"

6 A7.51

STAIR 1 199D

1'-0"

2" 1'-1" 4'-4" OUTSIDE STRINGERS

STANDPIPE, DRAIN & F.D. CONNECTION

7 3/4"

2 A7.11

4 6 A7.51

4.2

CANE RAIL

STANDPIPE, DRAIN & FD CONNECTION

CANE RAIL

STAIR 1 099D

UNIV MASS NORT AMHE

A7.11

221' - 4 7/8" 75 .31 °

LEVEL PH STAIR 1

A7.11

5'-6"

6 A7.51

1'-0"

4.2

A.4

2'-0 1/2"

A7.11

233' - 6"

1'-1"

4'-4" OUTSIDE STRINGERS

1'-3 1/4"

M O W

LEVEL PH STAIR 1 1/4" = 1'-0"

5'-2 3/4"

A7.11

7" 1'-11"

STAIR 1 199D

4'-0" INSIDE STRINGERS

SELF-CLOSING SS GATE

4.2

2'-4"

264' - 6"

7 A7.50

1'-3 1/4" 233' - 6"

HA W

4 BRACE FRAME ABOVE

RE HA G

DeRE

RETURN HANDRAIL TO GUARDRAIL

4'-4" OUTSIDE STRINGERS 11" TYP.

5'-2 3/4"

VEST 310

STAIR 1 399D

CANE RAIL 4

SELF-CLOSING SS GATE

A7.11

17'-2 1/4" CLEAR WIDTH

4'-0" 4INSIDE 1/2" STRINGERS

4'-4" DN

11" TYP.

ALIGN

7 3/4"

CORR 199E

3'-5"

9 3/4" 1"

2'-7"

4'-0" MIN

1'-0"

6 A7.51

264' - 6"

4'-0" MIN

12'-10" (14 EQ. TREADS @ 11")

21'-0 3/8"

CLEAR WIDTH

1'-11"

4.2 STANDPIPE, DRAIN & F.D. CONNECTION

STAIR 1 399D

CANE RAIL

7 A7.50

2'-4"

ALIGN

RE HA W

SLAB MOUNTED GUARDRAIL

3'-5"

68° ALTERNATING TREAD STEP LADDER FOR ROOF ACCESS ABOVE, SEISMIC BRACING PER S0.01

A.4

W SS

6'-4 1/4" 7'-4" (8 EQ. TREADS @ 11")

8'-10 3/8"

VEST 310 2'-0"

4'-4" 1'-0" 5" OUTSIDE STRINGER

A7.11

RE HA G

SLAB MOUNTED GUARDRAIL

4 1/2" 7 3/4" 9 3/4"9 1" 3/4" 4'-4" 7'-11 5/8" 7 3/4"

40" X 72" ROOF HATCH ABOVE

2'-7"

A7.11

1'-0"

10 1/2"12'-10" (14 EQ. TREADS @ 11")

2 3/4" 4'-1" 1'-1" 10'-1" (11 EQ. TREADS @ 11")

257' - 7 3/8"

6'-4 1/4"

A.4

14 A7.11

7'-4" (8 EQ. TREADS @ 11")

10 1/2"

1'-0"

2 3/4" 4'-1" 1'-1"

8'-10 3/8"

A7.11

1'-0" 10'-1" (11 EQ. TREADS @ 11")

7'-11 5/8"

CORR 199E

4'-4" 11'-5 3/4" 1'-0" 5" CLEAR WIDTH OUTSIDE STRINGER

CLEAR WIDTH

9 3/4"

40" X 72" ROOF HATCH ABOVE

257' - 7 3/8" 3

A7.11

21'-0 3/8"

7 3/4"

11'-5 3/4" CLEAR WIDTH

Project

13'-11 3/4" CLEAR STAIRWAY

STANDPIPE, DRAIN & FD CONNECTION

WA Proje

102

LEVEL 2 STAIR 1 1/4" = 1'-0"

LEVEL 0 WES STAIR 1 INTERMEDIATE LANDING 1/4" = 1'-0"

Project

Geotechnical Haley & Aldric 465 Medford S Boston, MA 02

Structural LeMessurier 1380 Soldiers F Boston, MA 02

Fire Protection VAV Internatio

68 .00 °

264' - 6" LEVEL PH

SECTION OF STAIR 1 VESTIBULE - ALTERNATING TREAD LADDER

1/4" = 1'-0"

3" = 1'-0"

19'-0"

1 1/2" 1 1/2"

2'-10" 2'-10"

AFFAFF 42" AFF 42" 42" TYP.TYP. TYP. 2 3/8"

TYP. TYP.TYP.

10'-1 3/8" TO C.L.

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING NOTE: STRINGERS, SUPPORTS, POWDER COAT IN SHOP (TO NOTE: HANGERS, GUARDRAILS, MATCH PT4) ALLINSTAIR POWDER COAT SHOP (TO MESH, AND CONNECTIONS COMPONENTS, MATCH PT4) ALLINCLUDING STAIR 233' - 6" (BOLTS, NUTS, SCREWS, ETC), STRINGERS, SUPPORTS, COMPONENTS, INCLUDING TYP UON. TOUCHUP PAINTLEVEL 1 HANGERS, GUARDRAILS, STRINGERS, SUPPORTS, WITH PT4 AFTER ASSEMBLY. MESH, AND CONNECTIONS HANGERS, GUARDRAILS, (BOLTS,AND NUTS, SCREWS, ETC), MESH, CONNECTIONS TYP UON. TOUCHUP PAINT (BOLTS, NUTS, SCREWS, ETC), WITHUON. PT4 AFTER ASSEMBLY. TYP TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

STAIR 1 099D

STAIR DETAIL - GUARDRAIL ELEVATION AT LANDING CORR 11"

2 2

STAIR DETAIL - GUARDRAIL ELEVATION AT LANDING 1 1/2" =DETAIL 1'-0" STAIR - GUARDRAIL ELEVATION44"ATGUARDRAIL LANDINGSECTION WIDTH

1 1/2" = 1'-0"

099E 11"

1 1/2" = 1'-0"

PARTITION

2" 2"

1/8" EXTRUDED STEELPOSTS 2" X 3/4" VERT. STEEL F-BRACKET WELDED TOTHROUGH-BOLTED TOP OF STRINGER 2" X 3/4" VERT. STEEL POSTS TO STRINGERS WELDED TO TOP OF STRINGER 1/8" EXTRUDED STEEL C12 STL. CHANNEL STRINGER, F-BRACKET THROUGH-BOLTED 1/8" EXTRUDED STEEL SIZESTRINGERS BY STEEL PROVIDER, TYP. TO F-BRACKET THROUGH-BOLTED TO STRINGERS C12 STL. CHANNEL STRINGER, SIZE BY PROVIDER, TYP. C12 STL.STEEL CHANNEL STRINGER, CONC. TREAD SIZE BY STEEL PROVIDER, TYP. 12 GA. STL. PAN STAIR TREAD RISER CONC. TREAD CONC. TREAD 12 GA. STL. PAN STAIR TREAD 12 GA. RISER STL. PAN STAIR TREAD RISERWELDED TO STL. ANGLE STRINGER

1 7/8" 3/4" 1 7/8" 3/4" 1 7/8" 3/4"

4 4

STAIR DETAIL - STRINGER SECTION AT GUARDRAIL 3" = 1'-0"

STAIR DETAIL - STRINGER SECTION AT GUARDRAIL 3" = 1'-0"DETAIL - STRINGER SECTION AT GUARDRAIL STAIR 3" = 1'-0"

PRACTICE | SEGMENT II DESIGN PORTFOLIO

6'-10 5/8"

UMA 1201 DC1 / WA 5410

3 A7.50

Origina

No D 1 CON 2 ADD 3 ADD

TYP.

Landscape Towers|Golde CORR LLC 85 Willow St 099E Landscape New Haven, CT 06511 Landscape Towers|Golde LLC MEP 85 Willow St LLC Towers|Golde New Haven,StCT 06511 WSPWillow 85 88 Black Falcon Ste 210 New Haven, CTAve, 06511 MEP MA 02210 Boston, MEP WSP Lighting 88 Black Falcon Ave, Ste 210 WSP Boston, 02210 HLB 88 BlackMA Falcon Ave, Ste 210 233 LewisMA Wharf Boston, 02210 Lighting MA 02110 Boston, Lighting HLB 233 Lewis Wharf HLB Boston, 02110 233 LewisMAWharf Boston, MA 02110

1/4" = 1'-0"

Plan Na

STAI Scale:

Drawing

2" X 3/4" STEEL BAR TOP RAIL AND POSTS, TYP.

PTD STEEL STRINGER, BEYOND, PTD STEEL TYP. STRINGER, BEYOND, TYP.

Site Number: UMA 00 CAMIS Number: NA Site Number: Building Number: UMA 715 00 Site Number: 00 CAMIS Number: UMA NA Secretariat: Exec. Office of Education CAMIS Number: Building Number: NA 715 Building Number: Secretariat: Exec. Office of Education Original Issue Date:715 Secretariat: Exec. Office of Education

7/17/2015 11" TREAD TYP. 11" TREAD 11"TYP. TREAD TYP.

Original Issue Date: Original Issue Date:

7/17/2015 Issues / Revisions: 7/17/2015

No Description 1Issues CONSTRUCTION DOCUMENTS / Revisions: Issues / Revisions: 2 ADDENDUM 9 No Description No CONSTRUCTION Description 1 DOCUMENTS 1 ADDENDUM CONSTRUCTION DOCUMENTS 2 9 2 ADDENDUM 9

Date 7/17/15 8/21/15 Date Date 7/17/15 7/17/15 8/21/15 8/21/15

Plan Name:

ANGLE WELDED TO STL. NOTE: STRINGER POWDER COAT IN SHOP WELDED TO (TO ANGLE STL. MATCH PT4) ALL STAIR STRINGER COMPONENTS, INCLUDING NOTE: STRINGERS, SUPPORTS, HANGERS, POWDER COAT IN SHOP (TO NOTE: GUARDRAILS, MESH, AND MATCH PT4) ALL POWDER COAT INSTAIR SHOP (TO CONNECTIONS INCLUDING (BOLTS, NUTS, COMPONENTS, MATCH PT4) ALL STAIR SCREWS, ETC), TYP UON. TOUCHUP STRINGERS, SUPPORTS, HANGERS, COMPONENTS, INCLUDING PAINT WITH PT4MESH, AFTERAND ASSEMBLY. GUARDRAILS, STRINGERS, SUPPORTS, HANGERS, CONNECTIONS (BOLTS, NUTS, GUARDRAILS, MESH, AND SCREWS, ETC), TYP UON.NUTS, TOUCHUP CONNECTIONS (BOLTS, PAINT WITH PT4TYP AFTER ASSEMBLY. SCREWS, ETC), UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

WA Project #

Geotechnical Civil Haley & AldrichConsultant: Nitsch Engineering Project 465 Medford St ASSEMBLY 2 Center Plaza, Suite 430 Project MTL. PANConsultant: Geotechnical Civil MA 02108 Boston, MA 02129INFILL Boston, W/ CONC. Geotechnical Civil Engineering Haley Nitsch TYP.& Aldrich 465 Medford St 2Structural CenterEngineering Plaza, Suite 430 Structural Haley & Aldrich Nitsch Boston, MA 02129 MA 02108 465 Medford St 2Boston, Plaza, Suite 430 L YCenter Consulting Engineers LeMessurier STLSoldiers GUARDRAIL Boston, MA 02129 20 NorthMARd.02108 #2 1380 Field Rd W/Boston, StructuralMA 01730 Structural STEELMA MESH Bedford, Boston, 02135PANELS AND SS HANDRAIL, Structural LStructural Y Consulting Engineers LeMessurier TYP. Fire Protection Rd. #2Engineers 1380 Soldiers Field Rd Finishes L20YNorth Consulting LeMessurier Bedford, MA Boston, MA 02135 VAV International Design 20 North Rd.01730 #2 1380 Soldiers Field Rd Mohar 400 W. Cummings NonsetMAPath, Studio 101 Bedford, 01730 Boston, MA 02135 Pk 112 2 Fire Protection Woburn, MA 01801 Finishes Acton, MA 01720 A7.51 Fire Protection VAV International FinishesDesign Mohar 400 W. Cummings PkRETURN 112 Nonset Path, VAV International MoharHANDRAIL Design Studio 101 Woburn, MA 01801PkTO GUARDRAIL Acton, MA 01720 400 W. Cummings 112 Nonset Path, Studio 101 Woburn, MA 01801 Acton, MA 01720

Site Nu CAMIS Building Secreta

Issue

SECTION AT STAIR 1 N-S - LOOKING WEST

2" X 3/4" STEEL BAR TOP RAIL AND POSTS, TYP. 2" X 3/4" STEEL BAR TOP RAIL 1 1/2"POSTS, DIAM.TYP. BRUSHED AND STAINLESS STEEL HANDRAIL, TYP. 1 1/2" DIAM. BRUSHED STAINLESS STEEL 1 1/2" DIAM. BRUSHED HANDRAIL, TYP. WELDED WIRE MESH, 0.120" WIRE STAINLESS STEEL DIAM., RECTANG.HANDRAIL, WIRE PATTERN TYP. 1”W x 2”H, STL. MIN. YIELD STRENGTH OF 36KSI. WELDED WIRE MESH,PANEL 0.120" WIRE ASSEMBLY TO MEETWIRE MSBC DIAM., PATTERN WELDEDRECTANG. WIRE MESH, 0.120" WIRE GUARDRAIL REQUIREMENTS 1”W x 2”H, STL. MIN. YIELD DIAM., RECTANG. WIRE PATTERN STRENGTH PANEL 1”W x 2”H, OF STL.36KSI. MIN. YIELD ASSEMBLY TO 36KSI. MEET MSBC STRENGTH OF PANEL PTD STEEL STRINGER, GUARDRAIL ASSEMBLY TOREQUIREMENTS MEET MSBC BEYOND, TYP. GUARDRAIL REQUIREMENTS

BRUSHED S.S. 1 1/2" DIAM. STEEL HANDRAIL POST BRACKET PIPE RAILING BRUSHED S.S. 1 1/2" DIAM. THROUGH-BOLT, TYP. PIPE RAILING

STEEL HANDRAIL POST BRACKET WELDED STL. WIREPOST MESH STEEL HANDRAIL BRACKET PANEL THROUGH-BOLT, TYP. THROUGH-BOLT, TYP. WELDED STL. WIRE MESH 2" X 3/4" VERT. STEEL POSTS PANEL WELDED STL. WIRE MESH WELDED TO TOP OF STRINGER PANEL

WA Project #

Fire Protectio VAV Internati 400 W. Cumm Woburn, MA

7/17/

CANE RAIL

1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"

Wilson Architects, Inc. 374 Congress Street Suite 400 Wilson Boston, Architects, MA 02210 Inc. 6 374 Congress StreetInc. Wilson Architects, p 617.338.5990 A7.50 TYP. Suite 400 374 Congress Street f 617.338.5991 Suite 400MA 02210 Boston, Boston, MA 02210 p 617.338.5990 UMA 1201 DC1 / WA 5410 pf 617.338.5990 617.338.5991 f 617.338.5991

WA Project # UMA 1201 DC1 / WA 5410 Project Consultant:

SUPPORT STL POST DOWN TO CONCRETE SLAB

214' - 6" LEVEL 0

6 3/4" TYP.

SECTION 1 E-W 2" HORZ.AT STL.STAIR BAR CAP 2 X 3/4" 1/4" = 1'-0" 2" X 3/4" HORZ. STL. BAR CAP 1/8" EXTRUDED STEEL F-BRACKET BOLTED TO TOP BAR CAP 1/8" EXTRUDED STEEL F-BRACKET BOLTED 1/8" EXTRUDED STEELTO TOP BAR CAP F-BRACKET BOLTED TO BRUSHED S.S. 1 1/2" DIAM. TOP BAR CAP PIPE RAILING

PT1

CANE RAIL

TYP. 44" GUARDRAIL SECTION WIDTH TYP. 44" GUARDRAIL SECTION WIDTH TYP.

10 AS SCHEDULED A7.50 CANE RAIL MOUNTED SLAB EDGE GUARDRAIL

5 A7.51 TYP.

3" = 1'-0"

Project Location: PT1 UNIVERSITY OF Project Location: MASSACHUSETTS STEEL ROD UNIVERSITY OF NORTH PLEASANT STREET, HANGER UP TO UNIVERSITY OF BEAM ABOVE, MASSACHUSETTS AMHERST, MA 01003 TYP. MASSACHUSETTS NORTH PLEASANT STREET, CORR NORTH PLEASANT STREET, AMHERST, MA 01003 199E AMHERST, MA 01003 Project Architect: Project Architect: Project Architect:

PARTITION AS SCHEDULED

2" X 3/4" HORZ. STL. BAR CAP

PT1

Project

Geotechnical Haley & Aldric 465 Medford Boston, MA 0

Structural LeMessurier 1380 Soldiers Boston, MA 0

DCAMM Project Number: UMA 1201 DC1 Number: DCAMM Project 11 DCAMMA7.50 Project Number: UMA 1201 DC1 Project Location: UMA 1201 DC1

WALL-MOUNTED HANDRAIL, TYP.

11"

STAIR DETAIL - STRINGER 3" = 1'-0"DETAIL - STRINGER MOUNTED SLAB EDGE GUARDRAIL STAIR

PHYSICAL SCIENCES Project Name: Project Name: BUILDING PHYSICAL SCIENCESMEN PHYSICAL SCIENCES209 BUILDING 1 BUILDING A7.50

2 A7.50

TYP.

VAR. VAR. VAR. STAIR STAIR PERPER PER STAIR SEESEE SEE SECTIONS SECTIONS SECTIONS

2'-10"

8" 8"

ATCH PT4) ALL STAIR INGERS, SUPPORTS, HANGERS, NECTIONS (BOLTS, NUTS, SCREWS, TATCH WITH PT4) PT4 AFTER ASSEMBLY. ALL STAIR INGERS, SUPPORTS, ATCH PT4) ALL STAIRHANGERS, NECTIONS (BOLTS, NUTS, SCREWS, INGERS, SUPPORTS, HANGERS, TNECTIONS WITH PT4 AFTER ASSEMBLY. (BOLTS, NUTS, SCREWS, T WITH PT4 AFTER ASSEMBLY.

PT1

4 A7.50

STAIR DETAIL - STRINGER MOUNTEDAS SLAB EDGE GUARDRAIL SCHEDULED PARTITION 3" = 1'-0"

TYP.

STAIR 1 199D

BRACKET 2" X 3/4" PTD. STL. BARS WELDED TO STRINGERS 2" X 3/4" PTD. STL. BARS WELDED TO STRINGERS

TYP.TYP. 34" TYP. 34" 34" ABOVE ABOVE ABOVE TREADS TREADS STAIR STAIR STAIR TREADS

214' - 6" LEVEL 0

5 5

3/4" 3/4"

STL. HANDRAIL POST 1 1/2" DIA. BRUSHED BRACKET S.S. HANDRAIL 1 1/2" DIA. BRUSHED S.S.X HANDRAIL 2" 3/4" PTD. STL. BARS STL. HANDRAIL POST WELDED TO STRINGERS BRACKET STL. HANDRAIL POST

3/4"

T IN SHOP (TO LL STAIR INCLUDING HANGERS, TPORTS, IN SHOP (TO MESH, AND TLLINSTAIR SHOP (TO (BOLTS, NUTS, LLINCLUDING STAIR TYP UON. TOUCHUP PORTS, HANGERS, INCLUDING AFTERAND ASSEMBLY. MESH, PORTS, HANGERS, (BOLTS, NUTS, MESH, AND TYP UON.NUTS, TOUCHUP (BOLTS, AFTER ASSEMBLY. TYP UON. TOUCHUP AFTER ASSEMBLY.

3/4"

WA Proje

Project Name:

1 1/2" DIA. BRUSHED S.S. HANDRAIL

6 3/4" 6 3/4" TYP.TYP.

2" 3" MAX 3" MAX 2"

10'-1 3/8" TO C.L.

STANDPIPE

3/4"3/4"

9 A7.50 9 A7.50

2 3/8" 2 3/8"

5'-0" A.F. LANDING

A7.50

3" MIN 3" MIN 3" MIN 3" MIN 3" MIN 3" MIN T.O.S. T.O.S.TO T.O.S. B.O.STO B.O.STO TO B.O.S TO TO

HANDRAIL BEYOND HANDRAIL BEYOND 9

TYP. SLAB MOUNTED GUARDRAIL

C12 STL. CHANNEL TO MATCH STAIR STRINGER, FASTENED TO EDGE OF CONCRETE SLAB, TYP. C12 STL. CHANNEL TO MATCH STAIRSTL. STRINGER, FASTENED TO C12 CHANNEL TO MATCH EDGE STRINGER, OF CONCRETE SLAB, TYP. STAIR FASTENED TO EDGE OF CONCRETE SLAB, TYP. CONC. SLAB 3'-10" TO C.L. NOTE: CONC. SLAB POWDER COAT IN SHOP (TO PT2 CONC. PT4) ALL STAIR MATCH SLAB COMPONENTS, INCLUDING NOTE: STRINGERS, SUPPORTS, HANGERS, POWDER COAT IN SHOP (TO NOTE: GUARDRAILS, MESH, AND MATCH PT4) ALL POWDER COAT INSTAIR SHOP (TO CONNECTIONS INCLUDING (BOLTS, NUTS, COMPONENTS, PT4) ALL STAIR MATCH SCREWS, ETC), TYP UON. TOUCHUP STRINGERS, SUPPORTS, HANGERS, COMPONENTS, INCLUDING PAINT WITH PT4MESH, AFTERAND ASSEMBLY. GUARDRAILS, STRINGERS, SUPPORTS, HANGERS, CONNECTIONS (BOLTS, NUTS, GUARDRAILS, MESH, AND SCREWS, ETC), TYP UON.NUTS, TOUCHUP CONNECTIONS (BOLTS, PAINT WITH PT4TYP AFTER ASSEMBLY. SCREWS, ETC), UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY. 5'-0" A.F. LANDING

233' - 6" LEVEL 1

STEEL ROD HANGER UP TO BEAM ABOVE, TYP.

3" MAX

6'-10 7/8"

6'-0" A.F. LANDING

15'-6"

GUARDRAIL TOP HANDRAIL RAIL BEYONDTOP GUARDRAIL BEYOND RAIL BEYOND

1 1/2"

2" X 3/4" VERT. STEEL POSTS WELDED TO TOP OF STRINGER 1/8" EXTRUDED STEEL 2" X 3/4" VERT. STEEL POSTS F-BRACKET WELDED TOTHROUGH-BOLTED TOP OF STRINGER TO STRINGERS 1/8" EXTRUDED STEEL F-BRACKET THROUGH-BOLTED 1/8" EXTRUDED STEEL TO STRINGERS F-BRACKET THROUGH-BOLTED TO STRINGERS

8 A7.50 8 A7.50

PTD. 2" X WIRE 3/4" HORZ. WELDED MESH STEEL BAR CAP PANEL, PTD. 2" XTYP. 3/4" HORZ. STEEL BAR CAP WELDED WIRE MESH PANEL, TYP. WELDED WIRE MESH 249' - 0" PANEL, TYP. LEVEL 2

2" 2"

2" X 3/4" HORZ. STEEL STL. BAR CAP 1/8" EXTRUDED 2" X 3/4" HORZ. STL. TO BAR CAP F-BRACKET BOLTED TOP BAR CAP 1/8" EXTRUDED STEEL F-BRACKET BOLTED TO 1/8" EXTRUDED STEEL BRUSHED S.S. 1 1/2" TO DIAM. PIPE TOP BAR CAP F-BRACKET BOLTED HANDRAIL, WHERE SHOWN IN TOP BAR CAP PLAN BRUSHED S.S. 1 1/2" DIAM. PIPE HANDRAIL, WHERE IN BRUSHED S.S. 1 1/2" SHOWN DIAM. PIPE PLAN HANDRAIL, WHERE SHOWN IN THROUGH-BOLT, TYP. PLAN

STAIR 1 299D

8 A7.50

PTD. 2" X 3/4" HORZ. STEEL BAR CAP

2" TYP.

3" = 1'-0"

" " /4 /4 6363

8 A7.50

3" = 1'-0"

WELDED STL. WIRE MESH PANEL THROUGH-BOLT, TYP. THROUGH-BOLT, TYP. WELDED STL. WIRE MESH 2" X 3/4" VERT. STEEL POSTS PANEL WELDED STL. WIRE MESH WELDED TO TOP OF STRINGER PANEL

GUARDRAIL TOP RAIL BEYOND

3" = 1'-0"

STAIR DETAIL - INTERMEDIATE LANDING STRINGER CONNECTION @ WALL 3" = 1'-0"DETAIL - INTERMEDIATE LANDING STRINGER CONNECTION @ WALL STAIR

STAIR DETAIL - WALL-MOUNTED HANDRAIL PT2 3" = 1'-0"DETAIL - WALL-MOUNTED HANDRAIL STAIR

2" X 3/4" HORZ. STL. BAR CAP

249' - 0" LEVEL 2

STAIR DETAIL - INTERMEDIATE LANDING STRINGER CONNECTION @ WALL

6 6

STAIR DETAIL - WALL-MOUNTED

3 3

Project

2HR RATED WALL

PARTITION ASPARTITION SCHEDULED AS SCHEDULED CANE RAIL

15'-6"

PENTHOUSE 300

PARTITION AS SCHEDULED

15'-6"

6'-0" A.F. LANDING 264' - 6" LEVEL PH

STL. ANGLE WELDED TO NOTE: STRINGER STL. ANGLE WELDED TO (TO POWDER COAT IN SHOP STRINGER MATCH PT4) ALL STAIR COMPONENTS, INCLUDING NOTE: STRINGERS, SUPPORTS, POWDER COAT IN SHOP (TO NOTE: HANGERS, GUARDRAILS, MESH, MATCH PT4) ALLINSTAIR POWDER COAT SHOP (TO AND CONNECTIONS (BOLTS, COMPONENTS, MATCH PT4) ALLINCLUDING STAIR NUTS, SCREWS, ETC), TYP UON. STRINGERS, SUPPORTS, COMPONENTS, INCLUDING TOUCHUP PAINT WITH PT4MESH, AFTER HANGERS, GUARDRAILS, STRINGERS, SUPPORTS, ASSEMBLY. AND CONNECTIONS (BOLTS, HANGERS, GUARDRAILS, MESH, NUTS,CONNECTIONS SCREWS, ETC), TYP UON. AND (BOLTS, TOUCHUP PAINTETC), WITHTYP PT4UON. AFTER NUTS, SCREWS, ASSEMBLY.PAINT WITH PT4 AFTER TOUCHUP ASSEMBLY. HANDRAIL

Key Plan: Key Plan:

PT1

305

8'-7 3/8"

STL.A7.50 ANGLE WELDED TO STRINGER

ELEV CONTROL

UNIV MAS NOR AMH

8'-0 1/2"

TYP.

10'-10 7/8"

7'-5 1/2"

STL. PAN STAIR TREAD ANDPAN RISER ASSEMBLY STL. STAIR TREAD AND RISER ASSEMBLY

6'-6" TO C.L.

C12 CHANNEL STRINGER, EXTENDED INTO PARTITION AND CONNECTED TO CLEVIS MOUNT C12 CHANNEL STRINGER, EXTENDED INTOSTRINGER, PARTITION AND C12 CHANNEL CONNECTED TOPARTITION CLEVIS MOUNT EXTENDED INTO AND NOTE: CONNECTED TO CLEVIS MOUNT POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING NOTE: STRINGERS, SUPPORTS, POWDER COAT IN SHOP (TO NOTE: HANGERS, GUARDRAILS, MATCH PT4) ALLINSTAIR POWDER COAT SHOP (TO MESH, AND CONNECTIONS COMPONENTS, MATCH PT4) ALLINCLUDING STAIR (BOLTS, NUTS, SCREWS, ETC), STRINGERS, SUPPORTS, COMPONENTS, INCLUDING TYP UON. TOUCHUP PAINT HANGERS, GUARDRAILS, STRINGERS, SUPPORTS, WITH PT4 AFTER ASSEMBLY. MESH, ANDGUARDRAILS, CONNECTIONS HANGERS, (BOLTS,AND NUTS, SCREWS, ETC), MESH, CONNECTIONS TYP UON. TOUCHUP PAINT (BOLTS, NUTS, SCREWS, ETC), WITH PT4 AFTER ASSEMBLY. TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY. 264' - 6" LEVEL PH

Proje

5'-2 1/8"

PT1

STAIR 1 399D

DCA UMA

13'-9 7/8"

STL. PANTREAD STAIR TREAD CONC. AND RISER ASSEMBLY CONC. TREAD

PT2

GWB CEILING

9'-0" AFF A.F. LANDING

VAR. 3" MAX 3" MAX

INTERMEDIATE CONC. LANDING INTERMEDIATE CONC. LANDING

9'-0" AFF A.F. LANDING

3" MAX VAR.

MAX 3" MAX

9'-0" AFF A.F. LANDING

C12 STL. CHANNEL STRINGER, TYP. STRINGER SIZE BY STL PROVIDER C12 STL. CHANNEL STRINGER, TYP. STRINGER C12 STL. CHANNEL CONC. TREAD SIZE BY STL PROVIDER STRINGER, TYP. STRINGER SIZE BY STL PROVIDER

286' - 0" ROOF

8'-0" A.F. LANDING

2" 2" 2"

2 3/8" 3/4" 2 3/8" 3/4" VAR.

INTERMEDIATE CONC. LANDING

PHYS BUIL

Office of Planning Design and Construction Office of Planning Office ofConstruction Planning Design and McCormack Building Design and Construction One Ashburton Place McCormack Boston, MABuilding 02108 McCormack Building One Ashburton Place 617 727 4050 One Ashburton Place Boston, MA 02108 www.mass.gov/dcamm Boston, MA 02108 617 727 4050 617 727 4050 www.mass.gov/dcamm www.mass.gov/dcamm Key Plan:

9'-0" AFF

BRUSHED 1 1/2" DIAM. 3/4" X 3/4"S.S. STEEL HANDRAIL PIPE BRUSHED S.S. 1 1/2" DIAM.10 POSTRAILING BRACKET, FASTENED A8.81 PIPE RAILING TO WALL 3/4" X 3/4" STEEL HANDRAIL TYP. POSTXBRACKET, 3/4" 3/4" STEELFASTENED HANDRAIL TO WALL POST BRACKET, FASTENED TO WALL

3" MAX VAR. 3" VAR.

1 1/2" 1 1/2"

A7.11

8" 8"

2" 2"

Proje 2

VAR.

2'-10" 15'-6" AFF

1 1/2"

2'-10" 2'-10" AFFAFF

BLOCKING INSIDE WALL WHERE REQUIRED FALL PROTECTION SYSTEM BLOCKING INSIDE WALL BRUSHED S.S. 1 1/2" DIAM. REQUIRED WHERE BLOCKING INSIDE WALL PIPE RAILING WHERE REQUIRED

4.2

9'-0" A.F. LANDING

A7.11

4.4

CLEVIS AND THREADED ROD ASSEMBLY, SUPPORTED BY STRUCTURAL STL. BEAM ABOVE, SIM. TOAND 11/A7.50 CLEVIS THREADED ROD ASSEMBLY, CLEVIS ANDSUPPORTED THREADED BY ROD STRUCTURALSUPPORTED STL. BEAM BY ABOVE, ASSEMBLY, SIM. TO 11/A7.50 STRUCTURAL STL. BEAM ABOVE, SIM. TO 11/A7.50

21'-6"

1 A7.11

2 3/8" 3/4"

21'-6"

A.4

A7.11 3

3/4"

286' - 0" ROOF

2 3/8"

PARTITION ASPARTITION SCHEDULED AS SCHEDULED

19'-0"

WITH ALL LALL L WITH WITH

2 3/8" 2 3/8"

PARTITION AS SCHEDULED

3/4"3/4"

ALL L

RUBBER TREAD FINISH WITH CONTRASTING NOSING STRIP RUBBER TREAD FINISH WITH CONTRASTING CONCRETE TREADS RUBBER TREAD FINISH NOSING STRIP WITH CONTRASTING NOSING STRIP STL TREAD PAN ASSEMBLY CONCRETE TREADS CONCRETE TREADS STL TREAD PAN ASSEMBLY STL TREAD PAN ASSEMBLY

1 1 1

STAIR DETAIL - TREADS AND GUARDRAIL 1 1/2" = 1'-0"

STAIR DETAIL - TREADS AND GUARDRAIL 1 1/2" =DETAIL 1'-0" STAIR - TREADS AND GUARDRAIL 1 1/2" = 1'-0"

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING NOTE: STRINGERS, SUPPORTS, HANGERS, POWDER COAT IN SHOP (TO NOTE: GUARDRAILS, MESH, AND MATCH PT4) ALL POWDER COAT INSTAIR SHOP (TO CONNECTIONS INCLUDING (BOLTS, NUTS, COMPONENTS, MATCH PT4) ALL STAIR SCREWS, ETC), TYP UON. TOUCHUP STRINGERS, SUPPORTS, HANGERS, COMPONENTS, INCLUDING PAINT WITH PT4MESH, AFTERAND ASSEMBLY. 2 GUARDRAILS, STRINGERS, SUPPORTS, HANGERS, CONNECTIONS (BOLTS, NUTS, GUARDRAILS, MESH, AND SCREWS, ETC), TYP UON.NUTS, TOUCHUP CONNECTIONS (BOLTS, PAINT WITH PT4TYP AFTER ASSEMBLY. 2 SCREWS, ETC), UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY. 2

TYPICAL STAIR DETAILS Plan Name: Plan Name:

TYPICAL STAIR DETAILS TYPICAL STAIR DETAILS Scale: As indicated Drawing Number: Scale: As indicated Scale: As indicated Drawing Number: Drawing Number:

A7.50 A7.50 103

UMASS AMHERST PHYSICAL SCIENCES BUILDING Amhearst , MA | Jun 2014 - Jun 2015

7 1/2"

14'-7" CLEAR WIDTH

2'-2" MIN

4'-4"

17'-5 1/8"

11 3/4"

STAIR 2 399 J

CLEAR WIDTH

DN 3'-8" 1'-0" 1'-0" (4 EQ TREADS @ 11 IN)

3'-10"

10'-6"

261' - 7 1/2"

264' - 6"

4'-6"

1'-6 1/2" 3'-7 3/8"

VEST 399L

2'-0 7/8"

STANDPIPE, DRAIN & F.D. CONNECTION

7'-4" (9 EQ TREADS @ 11 IN)

WILSON ARCHITECTS

K MAIN ELEC 355

4'-8"

A7.13

1'-0"

1'-2 1/4"

3'-8" (4 EQ TREADS @ 11 IN)

4'-4"

256' - 5 1/2" 5'-4"

A7.13

PENTHOUSE STAIR 2 1/4" = 1'-0"

STANDPIPE, DRAIN & F.D.STANDPIPE, CONNECTION DRAIN & F.D. CONNECTION 14'-8 1/4" CLEAR WIDTH

4 6'-9 3/4"

6'-9 3/4"

2'-2" 1'-1 1/2"

1'-0" 3'-8" KITCHENETTE (4 EQ TREADS @ 11 IN) KITCHENETTE 183

A7.13 3 A7.13

LEVEL 1 STAIR 2 1/4" =LEVEL 1'-0" 1 STAIR 2 3 1/4" = 1'-0"

183

4'-8"

A7.13

1/4" = 1'-0"

3 A7.13 3 A7.13

4'-4"

17'-5 1/8"

Project Locatio Project Loca

4'-8 7/8"

1 1/4"

4'-4"

4'-0" 4'-0" INSIDE STRINGERS INSIDE STRINGERS 4'-4" 4'-4" OUTSIDE STRINGERS OUTSIDE STRINGERS

4'-5"

1'-0"

2 A7.13 2 A7.13

A7.13 3 A7.13

2 2

A7.13 1 A7.13

LEVEL 0 STAIR 2 INTERMEDIATE LANDING 1/4" =LEVEL 1'-0" 0 STAIR 2 INTERMEDIATE LANDING

1/4" = 1'-0"

4 4

-2"

14'-0" 14'-0" CLEAR WIDTH CLEAR WIDTH STANDPIPE, DRAIN & F.D. CONNECTION STANDPIPE, DRAIN & F.D. CONNECTION

5/8"

K K

WA Project # UMA 1201 WA Project # UMA 1

Project Consultant:

Project Consultan Geotechnical Civil Haley &Geotechnical Aldrich NitschCivil Engine 465 Medford Plaz Haley &StAldrich 2 Center Nitsch Boston,465 MAMedford 02129 St Boston,2MA Cent0 Boston, MA 02129 Boston Structural Structural Structu Structural L Y Consultin LeMessurier 1380 Soldiers Field Rd 20 North L YRd. Co LeMessurier Bedford,20MA Boston,1380 MA Soldiers 02135 Field Rd Nor0 Bedford Boston, MA 02135 Fire Protection Finishes Fire Protection VAV International MoharFinishes Design 400 W.VAV Cummings Pk 112 Nonset International MoharPaD Woburn, 400MA W.01801 Cummings Acton, Pk 112 MANo 017 Woburn, MA 01801 Acton, M

1 A7.13 1 A7.13

104

Project Architect: Project Architect:

14'-8 1/4" 1/4" CLEAR14'-8 WIDTH CLEAR WIDTH STANDPIPE, DRAIN & F.D. CONNECTION STANDPIPE, DRAIN & F.D. CONNECTION 2

UNIVERSITY UNIVERSIT MASSACHUS MASSACHU NORTH PLEA NORTH PLE AMHERST, M AMHERST,

CLEAR WIDTH

STAIR 2 STAIR 2 099J 099J

1 1/4"

219' - 8 1/8" 219' - 8 1/8"

1'-0" 3'-8" 4'-8"(4 EQ TREADS3'-8" @ 11 IN) 1'-0" (4 EQ TREADS @ 11 IN)

CLEAR WIDTH 17'-4 3/8"

7'-4" 1'-0" (8 EQ TREADS @ 11 IN) 7'-4" 1'-0" (8 EQ TREADS @ 11 IN)

4'-8"

DCAMM Proje DCAMM Pro UMA 1201 DC UMA 1201 D

227' - 8 7/8" 227' - 8 7/8"

A7.13 2 A7.13

1/4" = 1'-0"

6'-9 3/4" 6'-9 3/4"

CLEAR WIDTH

Project Name: Project Nam PHYSICAL SC PHYSICAL BUILDING BUILDING

7'-4" (8 EQ TREADS @ 11 IN) 7'-4" (8 EQ TREADS @ 11 IN) 17'-4 3/8"

4'-4"

222' - 6 3/4" 222' - 6 3/4" 4'-4"

10'-6"

2'-0 7/8"

PENTHOUSE STAIR 2 1/4" =PENTHOUSE 1'-0" STAIR 2

1'-0"

4'-4"

1'-2 1/4"

3'-8" 4'-8" 5'-4" (4 EQ TREADS3'-8" 4'-8" @ 11 IN) (4 EQ TREADS @ 11 IN)

1'-2 1/4"

5'-4" 2"

10'-6" 17'-5 1/8"

CLEAR WIDTH 17'-5 1/8"

7'-4" (9 EQ TREADS @ 11 IN) 7'-4" (9 EQ TREADS @ 11 IN) 11 3/4"

FD FD

256' - 5 1/2" 256' - 5 1/2" 2"

A7.13

14'-0" 14'-0" CLEAR WIDTH CLEAR WIDTH STANDPIPE, DRAIN & F.D. CONNECTION STANDPIPE, DRAIN & F.D. CONNECTION

11 3/4"

STAIR 2 2 399 STAIR J 399 J

1 A7.13 1 A7.13

LEVEL 2 STAIR 2

CLEAR WIDTH

2'-2" 4'-6"

4'-6"

261' - 7 1/2" 264' - 6" 261' - 7 1/2" 264' - 6" DN 4'-4" 9" 3'-10" 1'-0" DN 3'-8" 1'-0" TREADS3'-8" @ 11 IN) 1'-0" 4'-4" 3'-10" (4 EQ 1'-0" (4 EQ TREADS @ 11 IN)

2 A7.13 2 A7.13

MIN

MIN 1'-6 1/2"

3'-7 3/8"

VEST 399L VEST 399L

3'-7 3/8"

1'-6 1/2"

2'-2"

Key Plan: Key Plan:

CONF 283

7 1/2" 7 1/2"

14'-7" 14'-7" CLEAR WIDTH CLEAR WIDTH STANDPIPE, DRAIN & F.D. CONNECTION STANDPIPE, DRAIN & F.D. CONNECTION

CLEAR WIDTH 17'-5 1/8"

240' - 11 1/2"

253' - 7 1/8" 4'-4"

3 1/4"

1'-0"

11 3/4"

1'-0" 3 1/4" 4'-4"4'-4" 4'-8" 3'-8" 1'-0" 3 1/4" 4'-8" (4 EQ TREADS3'-8" @ 11 IN) OUTSIDE4'-4" STRINGERS (4 EQ TREADS @ 11 IN)

K MAIN ELEC MAIN ELEC 355 355

17'-5 1/8"

3'-8" 1'-1 1/4"

CLEAR WIDTH

1'-0 3/8"

1'-1 1/2"

1'-4 1/2"

IN) 7'-4" (4 EQ TREADS @ 114'-6" 1'-1 1/4" 1'-4 1/2" 3'-8" (8 EQ TREADS @ 11 IN) (4 EQ TREADS @ 11 IN) F15

4'-4" DN

230' - 7 1/2" 230' - 7 1/2"

238' - 1 1/8" 4'-0" 238' - 1 1/8" INSIDE STRINGERS

2 1/4"

4'-4" UP 4'-4" OUTSIDE STRINGERS OUTSIDE STRINGERS

246' - 1 1/2"

1'-0"

1'-0"SELF-CLOSING SS GATE SELF-CLOSING SS GATE 7 DN A7.50 4'-0" 1'-0" 3'-8"7 A7.50 4'-0" INSIDE STRINGERS (4 EQ TREADS @ 11 IN) INSIDE STRINGERS UP

4'-4"

6 3/4"

5'-2 3/4" 6 3/4"

6'-9 3/4" 6'-9 3/4"

McCorma McCorm One Ashb One As Boston, Bosto 617 7 617 www.mass www.ma

1'-2 1/4"

SLAB-MOUNTED SS GUARDRAIL SLAB-MOUNTED W/ HANDRAIL SS GUARDRAIL W/ HANDRAIL

Office o Office Design and Design an

STANDPIPE, DRAIN &SLAB-MOUNTED SLAB-MOUNTED F.D. CONNECTIONSS GUARDRAIL W/ HANDRAIL SS GUARDRAIL TYP. W/ HANDRAIL TYP. 2

STAIR 2 STAIR 2 199J 199J

STAIR 2 299J

1'-0 3/8"

4'-1 3/4" 5'-2 3/4" 1'-5 3/8" 6'-5" TREADS4'-0 (71'-7 IN) EQ1/8" @ 11 1/8" 6'-5" 4'-1 3/4" 5'-2 3/4" 1'-5 3/8" 6'-5" (7 EQ TREADS @ 11 IN) (7 EQ TREADS @ 11 IN)

233' - 6" 233' - 6"

2'-2 1/4"

14'-8 1/4" 1/4" CLEAR 14'-8 WIDTH CLEAR WIDTH

2'-2 1/4"

6'-9 3/4" 6'-9 3/4"

1 1/2"

9'-4"

EQ EQ

6'-6" A.F. LANDING

8"EQ EQ

15'-6"

3/4"

CONC. TREAD

2" DIAM. HORIZONTAL GALV. STL. 2" DIAM. VERTICAL GALV. RAIL STL. PIPE GUARDRAIL BOTTOM PIPE GUARDRAIL

12 GA. STL. PAN STAIR TREAD 10 RISER

A7.50

2" DIAM. VERTICAL GALV. STL. PIPE 4 GUARDRAIL SIM. A8.81 STL. ANGLE WELDED TO STRINGER

1 1/2"

PTD. STEEL STAIR STRINGER

STAIR DETAIL - STRINGER SECTION AT GUARDRAIL 3" = 1'-0"

2 3/8"

286' - 0" ROOF

6'-6" A.F. LANDING

1 1/2" DIAM. BRUSHED STAINLESS STEEL HANDRAIL, TYP.

2 HOUR CMU PARTITION

WELDED WIRE MESH, 0.120" WIRE

DIAM.,AT RECTANG. WIRE PATTERN STAIR DETAIL - GUARDRAIL END ELEVATION LANDING 3" = 1'-0"

1”W x 2”H, STL. MIN. YIELD STRENGTH OF 36KSI. PANEL ASSEMBLY TO MEET MSBC GUARDRAIL REQUIREMENTS

3" = 1'-0"

PTD STEEL STRINGER, BEYOND, TYP.

7/17/2

HEAVY DUTY HINGES,

STL. PLATE GATE CATCH W/ MAGNETIC HOLDERS, FULLY WELDED TO STL GUARDRAIL POSTS

HEAVY DUTY HINGES, 2 TO STL FULLY WELDED

CONS

MTL. PAN ASSEMBL W/ CONC. INFILL T

GUARDRAIL POSTS

RETURN 2HANDRAIL CANE RAIL NOTE: GUARDRAIL POWDER COAT IN SHOP (TO

RUBBER TREAD FINISH WITH CONTRASTINGTO NOSING STRIP CONCRETE TREADS SECTION AT STAIR 2 N-S - LOOKING WEST

STL TREAD PAN ASSEMBLY

MATCH PT4) ALL STAIR COMPONENTS, INCLUDING STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND CONNECTIONS (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY. 2

STAIR DETAIL - TREADS AND GUARDRAIL 1 1/2" = 1'-0"

3'-10"

A7.50

Original I

COMPONENTS, INCLUDING STRINGERS, SUPPORTS, HANGERS, ADDE GUARDRAILS, MESH, AND CONNECTIONS (BOLTS, NUTS,2SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

STL. PLATE GATE CATCH W/ GUARDRAIL STEEL BARS MAGNETIC HOLDERS, FULLY WELDED TO STL GUARDRAIL POSTS

1/4" = 1'-0"

Building TYPN 6 Secretari

FULLY WELDED TO STL 2GUARDRAIL POSTS A7.51

Site Num PT2 N CAMIS

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR

GUARDRAIL STEEL BARS

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING 1 STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, NOTE: 4 AND CONNECTIONS (BOLTS, TYP. POWDER COAT IN SHOPNUTS, (TO A7.51 SCREWS, ETC), TYP UON. TOUCHUP MATCH PT4) ALL STAIR PAINT WITH PT4 INCLUDING AFTER ASSEMBLY. COMPONENTS, STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND CONNECTIONS (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

COMPONENTS,11" INCLUDING STRINGERS, SUPPORTS, HANGERS, STL GUARDRAIL GUARDRAILS,STL MESH, AND CONNECTIONS (BOLTS, NUTS, SCREWS, W/EXPANDED TREAD TYP. Issues ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY. MESH PANELS AND No Des NOTE: SS HANDRAIL, TYP POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR

STAIR DETAIL - GUARDRAIL END ELEVATION AT LANDING

2'-3 7/8"

286' - 0" ROOF

2" X 3/4" STEEL BAR TOP RAIL AND POSTS, TYP.

TYP.

Project C

Geotechnical Haley & Aldrich 465 Medford St Boston, MA 0212 2HR SOFFIT, BEYOND HANDRAIL 9 Structural BEYOND A7.50 LeMessurier SLAB-MOUNTED 1380 Soldiers Fie GUARDRAIL @MAIN Boston, MA 0213 LANDING, TYP. 9 Fire Protection A7.50 VAV Internationa 400 W. Cumming Woburn, MA 018

9'-0"

1 1/2"

PTD. STEEL STAIR STRINGER

WA Project

GUARDRAIL TOP RAIL BEYOND HANDRAIL BEYOND GUARDRAIL TOP RAIL BEYOND

44" GUARDRAIL SECTION WIDTH TYP.

214' - 6" LEVEL 0

COMPONENTS, INCLUDING STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH,RAIL ANDPIPE MOUNTING PLATE, CONNECTIONS (BOLTS, NUTS, TO ROOF SLAB FASTENED SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

1 1/2" 1 1/2"

STRINGER CONNECTION TO CONC. WALL, TYP. (BEYOND VIEW)

9'-4"

2'-10" AFF

ELEVATION AT LANDING

9'-0" AFF

1/8" EXTRUDED STEEL F-BRACKET THROUGH-BOLTED TO STRINGERS 2" DIAM. HORIZONTAL GALV. STL. PIPE GUARDRAIL BOTTOM RAIL C12 STL. CHANNEL STRINGER, SIZE BY STEEL PROVIDER, TYP.

Project A TYP.

1 1/2" 1 1/2"

BRUSHED S.S. 1 1/2" DIA. STL. HANDRAIL WELDED STL. WIRE MESH PANEL

1'-0"

2" X 3/4" VERT. STEEL POSTS WELDED TO TOP OF STRINGER

1 7/8" 3/4"

1 A7.50

WELDED STL. WIRE MESH 1/2" EXTRUDED F-BRACKET PANEL FASTENED TO VERT. STL. BARS

STEEL HANDRAIL POST BRACKET 2" DIAM. HORIZONTAL GALV. STL. THROUGH-BOLT,4 TYP.PIPE GUARDRAIL TOP RAIL

6 A7.50

2 3/8"

2" X 3/4" VERT. STEEL BAR, WELDED TOSTAIR STAIR STRINGERS 2" x 3/4" HORZ. STEEL BAR - GUARDRAIL DETAIL 2 1 1/2" CAP, WELDED TO =VERT. 1'-0" STL. BARS 1/2" EXTRUDED F-BRACKET FASTENED TO VERT. STL. BARS 2" X 3/4" VERT. STEEL BAR, WELDED TO STAIR STRINGERS

2 3/8"

6 3/4" TYP.

SIM.

UNIVE MASS NORT AMHE

VARIES 11"

233' - 6" LEVEL 1

2" DIAM. HORIZONTAL GALV. STL. BRUSHED S.S. 1 1/2" DIAM. PIPE GUARDRAIL TOP RAIL PIPE RAILING

Projec

11"

STL. HARDRAIL BRACKET

10 A7.51

6" O.C. TYP.

2HR SOFFIT, BEYOND

2'-3 7/8"

1/4" = 1'-0"

2" x 3/4" HORZ. STEEL BAR CAP, WELDED TO VERT. STL. BARS

1 1/2" 1 1/2"

1/8" EXTRUDED STEEL F-BRACKET BOLTED TO SUSPENDED LANDING STRINGER TOP BAR CAP

DCAM UMA 1

6'-6" A.F. LANDING

9'-4" A.F. LANDING

2 1/8"

SECTION AT STAIR 2 E-W

NOTE: NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING POWDER COAT IN SHOP (TO STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND CONNECTIONS MATCH PT4) ALL STAIR (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY. COMPONENTS, STAIR DETAILINCLUDING - GUARDRAIL PLAN AT INTERMEDIATE LANDING STRINGERS, 3" = 1'-0" SUPPORTS, HANGERS, GUARDRAILS, 249' - 0" MESH, AND CONNECTIONS LEVEL 2 (BOLTS, NUTS, SCREWS, ETC), TYP UON.DETAIL TOUCHUP PAINT STAIR - GUARDRAIL PLAN AT INTERMEDIATE LANDING WITH PT4 AFTER ASSEMBLY. 3" = 1'-0" PT2 VARIES

NOTE: 4RAIL PIPE MOUNTING PLATE, POWDER COAT IN SHOP (TO SIM. FASTENED TO ROOF SLAB A8.81 MATCH PT4) ALL STAIR

1 1/2" A7.50 LINE OFDIA. 3/4"SS X HANDRAIL 2" TOP RAIL A7.50 ABOVE STRINGER EDGE BELOW PT2 POST BRACKET, TAP & HANDRAIL O.C. THREAD6"AS REQ'D TYP. 1 1/2" DIA. SS HANDRAIL

NOTE: 3/4" POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING 3/4" 11" TYP. STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND CONNECTIONS (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.UP

1'-0"

CANE RAIL

SCALE SCALE

TYP.

HANDRAIL POST BRACKET, TAP & THREAD AS REQ'D 4

3/4"

BRUSHED S.S. 1 1/2" DIA. STL. HANDRAIL

34" TYP. ABOVE STAIR TREADS

10 A7.51

INTERMEDIATE LANDING SLAB AND PERPENDICULAR STRINGER

6'-4" A.F. LANDING

3/4"

C12 STL STRINGER EXTENDED BEYOND INTERMEDIATE LANDING

SIM.

3" MAX

3/4" TYP.

2" X 3/4" PTD. STL. BARS WELDED TO STRINGERS

PHYS BUILD

LINE OF 3/4" X 2" TOP RAIL ABOVE

STRINGER EDGE BELOW

STL. HANDRAIL POST BRACKET

42" AFF TYP.

TYP.

2 3/8"

STL. CLEVIS MOUNT WELDED OR C12 STL TO STRINGER EXTENDED BOLTED C12 STRINGER BEYONDTYP. INTERMEDIATE BELOW, LANDING

264' - 6" LEVEL PH

STL. HARDRAIL BRACKET

1'-11"

19'-0"

HEAVY DUTY HINGES, FULLY WELDED TO STL GUARDRAIL POSTS

Projec

3/4" EQ

9'-4" A.F. LANDING 3" MIN

STL. CLEVIS MOUNT WELDED OR BOLTED TO C12 STRINGER BELOW, TYP.

3" = 1'-0"

WELDED STL. A7.50 WIRE MESH PANEL

8 A7.50

STAIR DETAIL - SUSPENDED LANDING STRINGER

STAIR DETAIL PT1 3" = 1'-0"

3/4"

10 1/4"

9 A7.51

1 1/2" DIA. BRUSHED S.S. HANDRAIL

1" DIAM. THREADED STL. ROD

2" X 3/4" HORZ. STL. BAR CAP

3/4"

VAR.

WELDED WIRE MESH PANEL, TYP.

1" DIAM. THREADED STL. ROD HANDRAIL @ LANDING

9'-4"TO T.O.S. A.F. LANDING

STAIR DETAIL - STRINGER MOUNTED SLAB EDGE GUARDRAIL 3" = 1'-0"

19'-0"

15'-6"

6'-6" A.F. LANDING

3" = 1'-0"

15'-6"

6 3/4" TYP. 34" A.F.LANDING 34" A.F.LANDING TYP. TYP.

SCALE SCALE 1/2"=1'

SCALE

SCALE 1/8"=1' 1/8"=1'

2 0 4 2 20

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND CONNECTIONS (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

1'-11"

8 12 4 8

CONNECTION TO CMU WALL, TYP. (BEHIND VIEW)

105 50 0

CONC. SLAB

ETAIL - ENLARGED ELEVATION OF SELF-CLOSING GATE

:56 PM

A7.50

STAIR DETAIL - INTERMEDIATE LANDING STRINGER CONNECTION @ WALL

PTD. 2" X 3/4" HORZ. STEEL BAR CAP

HANDRAIL @ LANDING

C12 STL. CHANNEL TO MATCH STAIR STRINGER, FASTENED TO EDGE1 OF CONCRETE SLAB, TYP.

214' - 6" LEVEL 0

3'-10"

WELDED STL. WIRE MESH PANEL

MTL PAN ASSEMBLY INFILL TYP.

GUARDRAIL STEEL BARS

STL. PLATE GATE CATCH W/ MAGNETIC HOLDERS, FULLY WELDED TO STL GUARDRAIL POSTS

GUARDRAIL @ LANDING

2" X 3/4" VERT. STEEL POSTS W/ CONC. WELDED TO TOP OF STRINGER

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR 5 COMPONENTS, INCLUDING A7.50 STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND TYP.NUTS, AT CONNECTIONS (BOLTS, SCREWS, ETC), TYP LANDINGS UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

233' - 6" LEVEL 1

ETAIL - GUARDRAIL END ELEVATION AT LANDING

PT1

GUARDRAIL @MOUNT LANDING STL. #3 CLEVIS BOLTED TO SUPPORTING ANGLE ABOVE, TYP.

PARTITION INTERMEDIATE LANDING SLAB AS SCHEDULED AND PERPENDICULAR STRINGER

17'-2" AFF

2 3/8"

1 1/2"

1/2"=1'

RACKET

SCALE

/2" DIA.

1/8" EXTRUDED STEEL F-BRACKET THROUGH-BOLTED TO STRINGERS

1/4"=1'SCALE

RE MESH

9 A7.50

1/4"=1'

-BRACKET RT. STL. BARS

HANDRAIL BEYOND

STL.MOUNTING #3 CLEVIS MOUNT STL. ANGLE BOLTED WELDEDTO TO SUPPORTING ABOVE, TYP. STRUCT. BEAMANGLE FOR CLEVIS SUPPORT, TYP.

THROUGH-BOLT, TYP.

GUARDRAIL TOP RAIL BEYOND

249' - 0" LEVEL 2

EEL BAR, R STRINGERS

STL. MOUNTING ANGLE WELDED TO STRUCT. BEAM FORABOVE CLEVIS STRUCTURAL BEAM SUPPORT, TYP.

3" MIN TO B.O.S

15'-6"

SCALE 3/4"=1'

1 1/2" 1 1/2"

VARIES

TYP.

STL. ROD SUPPORT TO BEAM ABOVE, BEHIND VIEW

3/4"=1'

TEEL BAR O VERT. STL.

IF THIS SHEET IS NOT 42" IT A42" 30"ISX REDUCED ACCORDINGLY SCALE PRINT-SCALE IF THIS IT IS A REDUCED NOT SHEET 30"ISX ACCORDINGLY SCALE PRINT-SCALE 6 012 1 0 2 1 3 2 06 04 10 21 4 3 2

ETAIL - GUARDRAIL PLAN AT INTERMEDIATE LANDING

3/4"

10 1/4"

STRUCTURAL BEAM ABOVE

2" BRUSHED S.S. 1 1/2" DIAM. PIPE HANDRAIL, WHERE SHOWN IN PLAN

02 2 0

11 A7.50

6 3/4" TYP.

SCALE

R COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING RS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND CONNECTIONS NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

STAIR DETAIL - WALL-MOUNTED HANDRAIL

6'-6" A.F. LANDING

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

3/4"

VAR.

PARTITION AS SCHEDULED

11"

2 1/4" PT2

3/4"

2 1/4"

3/4" TYP.

1'-9" TYP.

6 3" = 1'-0" NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR COMPONENTS, INCLUDING STRINGERS, SUPPORTS, HANGERS, 2 GUARDRAILS, MESH, AND NOTE: CONNECTIONS (BOLTS, POWDER COAT IN SHOPNUTS, (TO 2" X 3/4" HORZ. STL. BAR CAP SCREWS, ETC), TYP UON. TOUCHUP MATCH PT4) ALL STAIR PAINT WITH PT4 INCLUDING AFTER ASSEMBLY. COMPONENTS, STRINGERS, SUPPORTS, HANGERS, 2 1/8" EXTRUDED STEEL GUARDRAILS, MESH, AND CONNECTIONS (BOLTS, NUTS, F-BRACKET BOLTED TO PT1 TOP BAR CAP SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

264' - 6" LEVEL PH

2 1/4"

3" = 1'-0"

6" O.C. TYP.

2'-10" 42" MIN 42" MIN ABOVE FINISHED SURFACE ROOF OF SURFACE ABOVE FINISHED OF ROOF

STRINGER EDGE BELOW

STANDPIPE VALVE CABINET, TYP.

3" 2" STAIR DETAIL - CANE RAIL

3/4" VARIES

SCALE

1 1/2" DIA. SS HANDRAIL

5 A7.50

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL STAIR FIRE-PROOFING SPRAY ON STRUCT. COMPONENTS, INCLUDING BEAM STRINGERS, SUPPORTS, HANGERS, GUARDRAILS, MESH, AND CONNECTIONS (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUPFIRE-PROOFING PAINT WITH PT4 SPRAY AFTER ON STRUCT. BEAM ASSEMBLY.

3/4" VARIES

6'-6" A.F. LANDING

HANDRAIL POST BRACKET, TAP & THREAD AS REQ'D

LINE OF 3/4" X 2" TOP RAIL ABOVE

3/4" 3/4" 2 1/4"

3"=1'

STL. ANGLE WELDED TO STRINGER

3/4" 3"

21'-6"

3"=1'

PT1

Key P

3/4"

21'-6"

3/4"

10 1/4"

44 IN O.C.TYP.

C12 CHANNEL STRINGER, EXTENDED INTO PARTITION AND MOUNTING FULLY CONNECTED TO CLEVISPLATE MOUNT 3/4" SQUARE STEEL POSTS, WELDED TO POSTS AND TYP. FASTENED TO FLOOR SLAB OR LANDING NOTE: POWDER COAT IN SHOP (TO FULLY MOUNTING PLATE CONC. FLOOR SLAB MATCH PT4) ALL STAIR WELDED TO POSTS AND OR LANDING COMPONENTS, INCLUDING FASTENED TO FLOOR STRINGERS,SLAB SUPPORTS, OR LANDING HANGERS, GUARDRAILS, - CANE RAIL MESH,STAIR AND DETAIL CONNECTIONS 10 FLOOR SLAB CONC. 3" =NUTS, 1'-0" (BOLTS, SCREWS, ETC), OR LANDING TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

3/4"

VAR.

CONC. TREAD STL. PAN STAIR TREAD AND RISER ASSEMBLY

3/4"

3/4" SQUARE STEEL RAIL 3/4" SQUARE STEEL POSTS, TYP.

6" AFF

3" MAX

6" AFF

VAR.

3/4"

2 1/4"

M O B

1 1/2"

Plan Nam

TYPIC 2'-10"

2 1/4"

ETAIL - CANE RAIL

3/4" SQUARE STEEL RAIL

2 3/8" 3/4" C12 STL. CHANNEL STRINGER, TYP. STRINGER SIZE BY STL PROVIDER

Des

NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL CANE RAIL COMPONENTS, INCLUDING STL BARS AND CONNECTIONS (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY. NOTE: POWDER COAT IN SHOP (TO MATCH PT4) ALL CANE RAIL COMPONENTS, INCLUDING STL BARS AND CONNECTIONS (BOLTS, NUTS, 44 IN O.C.TYP. SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

286' - 0" ROOF

INTERMEDIATE CONC. LANDING

3/4" X 3/4" STEEL HANDRAIL POST BRACKET, FASTENED TO WALL

3/4"

6" AFF

3/4"

PRACTICE | SEGMENT II DESIGN PORTFOLIO

3/4"

FALL PROT CABLE SYS

VAR. 3" MAX

BRUSHED S.S. 1 1/2" DIAM. PIPE RAILING

286' - 0" ROOF

ONC. FLOOR SLAB LANDING

-0"

BLOCKING INSIDE WALL WHERE REQUIRED

1 1/2"

Scale: A 2'-10"

44 IN O.C.TYP.

OUNTING PLATE FULLY LDED TO POSTS AND STENED TO FLOOR AB OR LANDING

CLEVIS AND THREADED ROD ASSEMBLY, SUPPORTED BY STRUCTURAL STL. BEAM ABOVE, SIM. TO 11/A7.50

A7.13

4" SQUARE STEEL RAIL

4" SQUARE STEEL POSTS, P.

K PARTITION AS SCHEDULED

VAR. PER STAIR SEE SECTIONS

NOTE: POWDER COAT INJ SHOP (TO MATCH PT4) ALL CANE RAIL COMPONENTS, INCLUDING STL BARS AND CONNECTIONS (BOLTS, NUTS, SCREWS, ETC), TYP UON. TOUCHUP PAINT WITH PT4 AFTER ASSEMBLY.

Drawing N

105

TUFTS UNIVERSITY LAB RENOVATIONS D4

Amhearst , MA | Jun 2014 - Jun 2015 SYNTHESIS LAB 2710A - ELEVATION - NORTH

1/4" = 1'-0"

12" MAX

FLAMMABLE GAS SENSORS (SEE PP DWGS) EMERGENCY CONTROLLER (SEE PP DWGS)

EXISTING 90PSI AIR LINE TO REMAIN, PROVIDE NEW BRAIDED TERMINATION (SEE PLUMBING DWGS) GAS SHUT-OFF PANEL (SEE PP DWGS)

NEW 6FT ELEC RACEWAY W/ (4) 120V NORMAL POWER DUPLEX OUTLETS & (1) QUAD DATA PORT

6'-0"

EMERGENCY CONTROLLER (SEE PP DWGS)

AIR

EXISTING 90PSI AIR LINE TO REMAIN, PROVIDE E2NEW BRAIDED TERMINATION D4 (SEE PLUMBING DWGS) GAS SHUT-OFF PANEL (SEE PP DWGS)

1/4" = 1'-0"

NEW 6FT MOBILE TABLE W/ LOWER SHELF

6'-0"

5 A1.01

EXHAUST TUBING N.I.C.

NEW 6FT ELEC RACEWAY W/ (4) 120V NORMAL POWER DUPLEX SOUTH - LABPORT 2709 - IRYNA ZENYUK OUTLETSELEVATION & (1) QUAD DATA

SYNTHESIS

MATERIALS FAB

D3 RELOCATE CABINET

DISCONNECT HANDLE AT VAC TURRET

CSC

EXIST. CA TO REMAIN

AIR

HUMAN FACTORS

RELOCATED EXISTING FH EXHAUST

2701

NANO LAB 2710 - ELEVATION - NORTH

SIM.

1/4" = 1'-0"

A9.10

DEMOLITION PLAN - LAB 2710 & LAB 2709

RELOCATED EXISTING FUME HOOD, SEE MECH. DWGS.

RELOCATED EXISTING DEMOLISH EXISTING PARTITION INCLUDING SILLS, HEADS, GLAZING & FASTENERS. FH EXHAUST D1 COORDINATE EXTENTS WITH NEW WORK PLANS.

DEMOLISH PORTION OF WALL AS REQUIRED FOR NEW OPENING. COORDINATE EXTENTS WITH NEW WORK PLANS.

DEMOLISH EXISTING CEILING GRID & TILE. SALVAGE LIGHT FIXTURES & FIRE PROTECTION FOR RELOCATION.

REMOVE EXISTING PLUMBING AND SERVICE FIXTURES & TERMINATIONS. DEMOLISH EXISTING PIPING BACK TO MAIN. COORDINATE EXTENTS WITH PLUMBING DRAWINGS.

DEMOLISH EXISTING FLOORING & BASE. PREPARE SUBSTRATE FOR NEW FINISH FLOORING. COORDINATE EXTENTS WITH FINISH PLANS. NEW EXHAUST DIFFUSER, BIO TYP. SEE MECH DWGS. 2710BEXISTING EQUIPMENT & ASSOCIATED REMOVE, RELOCATE & REINSTALL ACT 9-'6" SERVICES.

RELOCATED REMOVE EXISTING FUME EXISTING ADJUSTABLE WALL SHELVING & STANDARDS & R2 HOOD SALVAGE EXHAUST FOR RELOCATION.

DEMOLISH EXISTING WALL MOUNTED SHELVING, EQUIPMENT AND RELOCATED D3 EXISTING FUME HOOD, SIGNAGE. PATCH EXISTING WALLS AS REQUIRED. SENSORS & SEE MECH. DWGS. DEMOLISH EXISTING FIXED CASEWORK, INCLUDING ASSOCIATED COUNTER INSTRUMENTS D4 TOPS, SINKS, PLUMBING FIXTURES & ATTACHMENTS. 2601

RELOCATE EXHAUST DUCTWORK FOR BIOEXISTING FUME HOOD. COORDINATE WITHSYNTHESIS MECH DRAWINGS. 2710B 2710A ACT 9-'6" ACT 9-'6"

RELOCATED EXISTING FUME HOOD EXHAUST

SENSORS & INSTRUMENTS

PATCH EXISTING CEILING WHERE DUCTWORK WAS REMOVED, TYP.

2601

HUMAN FACTORS

SYNTHESIS

2701

2710A ACT 9-'6"

RELOCATE EXISTING FH EXHAUST RELOCATE EXISTING FUME HOOD, SEE MECH. DWGS.

NORTH ELEVATION - LAB 2710A - SAMEER SONKUSALE

1/4" = 1'-0"

HUMAN FACTORS

9'-6"

BIO 2710B 2710B A

FLAMMABLE

BC1 3524

STAINLESS STEEL PIPING FROM FUME HOOD SG-1 & SG-2 TURRETS TO QUICK CONNECT TERMINATIONS AT CYLINDERS

SB1 3636

FC1 3524

SENSORS & INSTRUMENTS

A9.10

NEW DOOR & FRAME

QUICK CONNECT TERMINATIONS (SEE PLUMBING DWGS)

2601

2710A A

CYLINDER RESTRAINTS

EAST ELEVATION - LAB 2710 - SAMEER SONKUSALE 9'-6"

CYLINDERS N.I.C. STAINLESS STEEL PIPING FROM FUME HOOD SG-1 & SG-2 TURRETS TO QUICK CONNECT TERMINATIONS AT CYLINDERS

11 A9.10

5'-0"

SG-1

A9.10

HUMAN FACTORS

NEW DOOR & FRAME

2701

1'-6"

6 A4.01

QUICK CONNECT TERMINATIONS (SEE PLUMBING DWGS)

SG-2

2710 A

2710B A

2710A A

PATCH EXISTING WALL AROUND DOOR FRAME

SYNTHESIS 2710A B - 2 -A 80 SF

NANO LAB

2710 A4.01 4 A- 2 -A 259 SF HUMAN FACTORS CLOSE & SEAL EXISTING DOOR 2702

2710 A

(3) CYLINDER RESTRAINTS, CYLINDERS & CONNECTIONS N.I.C. NEW 6FT MOBILE TABLE EXHAUST PORT ABOVE

2709 A

HW CW EYEWASH

2710 B

DISCONNECT HANDLE AT VAC TURRET

2710 A4.01 4 A - 2 - ANEW 6FT FUME HOOD 259 SF NEW LAB SINK CLOSE & SEAL EXISTING DOOR

RELOCATED HOOD

1/4" = 1'-0"

NEW 5FT MOBILE TABLE

EXISTING SHELVING TO REMAIN

CYLINDER RESTRAINTS 3 NANO LAB EXHAUST PORT ABOVE

AIR

AC1 3524

EXISTING SHELVING TO REMAIN

BASE

SYNTHESIS BIO 2710A 2710B 6 A4.01 B - 2 -A 80 SF PATCH EXISTING WALL AROUND DOOR FRAME 5

3'-8"

ACID

RELOCATED HOOD

A9.10

2709B

THESE DRAWINGS ARE INTENDED TO PROVIDE THE BASIS FOR THE PERFORMANCE FOR A COMPLETELY FINISHED JOB. ANYTHING NOT EXPRESSLY SET FORTH, BUT WHICH IS REASONABLY IMPLIED AND/OR NECESSARY FOR PROPER PERFORMANCE OF THIS WORK SHALL BE INCLUDED.

WITHIN 013

N ALL FIRE THIN TION

ON, THEN ERS

SAME

LERS WITHIN 3 (2013

9'-6"

CYLINDERS N.I.C.

A9.10

HEN

1/4" = 1'-0"

ALL CONSTRUCTION SHALL CONFORM TO ALL CODES AND REGULATIONS HAVING JURISDICTION OVER THIS PROJECT, INCLUDING BUT NOT LIMITED TO THE GENERAL PLAN NOTES:OF MASSACHUSETTS BUILDING CODE, ADA, ETC. COMMONWEALTH

4. 1.

THESE DRAWINGS ARE INTENDED TO PROVIDE THE BASIS THE PERFORMANCE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THEFOR HIGHEST FOR A COMPLETELY JOB. ANYTHING NOT EXPRESSLY SET FORTH, BUT STANDARDS OF PRACTICEFINISHED AND ACCORDING TO APPLICABLE BUILDING CODES. WHICHSHALL IS REASONABLY IMPLIED WITH AND/OR FOR PROPER ALL WORK BE COORDINATED THE NECESSARY ARCHITECT AND THE OWNER. PERFORMANCE OF THIS WORK SHALL BE INCLUDED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY IN THE DOCUMENTS. WORK THAT PROCEEDS WITHOUT NOTIFYING THE ARCHITECT IS AT THE CONTRACTOR'S OWN RISK. COSTS OF ANY CHANGES REQUIRED BY THE ARCHITECT OF SAID WORK SHALL BE SOLELY BORNE BY THE CONTRACTOR.

ALL CONSTRUCTION SHALL CONFORM TO ALL CODES AND REGULATIONS HAVING JURISDICTION OVER THIS PROJECT, INCLUDING BUT NOT LIMITED TO THE COMMONWEALTH OF MASSACHUSETTS BUILDING CODE, ADA, ETC.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARDS OF PRACTICE AND ACCORDING TO APPLICABLE BUILDING CODES. ALL WORK SHALL BE COORDINATED WITH THE ARCHITECT AND THE OWNER.

106

HUMAN FACTORS 2701AREAS SHADED GRAY ARE OUTSIDE THE SCOPE, BUT MAY REQUIRE MODIFICATIONS TO EXISTING INFRASTRUCTURE TO SUPPORT THE PROGRAMMED SPACES.

10.

NEW PARTITIONS TO MATCH WIDTH OF EXISTING PARTITIONS. CONTRACTOR TO CONFIRM ALL EXISTING PARTITION TYPES PRIOR TO SELECTING MATERIALS

NEW WORK PLAN - LAB 2710 & LAB 2709 1/4" = 1'-0"

11.

THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE ALL BASE BUILDING CONDITIONS PRIOR TO COMMENCING WORK. ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO COMMENCEMENT OF WORK. 5.

THE CONTRACTOR SHALLSHALL AT ALLASSUME TIMES PROTECT BUILDING IN OR NEAR THEOF ALL THE GENERAL CONTRACTOR RESPONSIBILITY FOROCCUPANTS OVERALL COORDINATION CONSTRUCTION AREA FROMAND TOXIC FUMES ORWORK. MATERIALS FROM HAZARDOUS ELECTRICAL ARCHITECTURAL, MECHANICAL ELECTRICAL SUCHAND COORDINATION SHALL RESULT IN OR MECHANICAL AND EQUIPMENT. HAZARDOUS MATERIALS AND SHALL HANDLED CONCEALMENT OFMATERIALS ALL MECHANIAL/ELECTRICAL SERVICES BEHIND FINISHES ASWASTES INDICATED ONBEPLANS. AND DISPOSED OF IN A MANNER WHICH COMPLIES WITH LOCAL LAWS, BUILDING CODES AND BUILDING REGULATIONS. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONS. AT COMPLETION OF WORK HE SHALL REMOVE DEBRIS, SURPLUS MATERIAL, AND EQUIPMENT AND THOROUGHLY CLEAN ALL SURFACES OF THE NEW CONSTRUCTION SO THAT THE PREMISES ARE READY FOR IMMEDIATE OCCUPANCY.

THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE ALL BASE BUILDING CONDITIONS PRIOR TO COMMENCING WORK. ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO COMMENCEMENT OF WORK.

THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR OVERALL COORDINATION OF ALL ARCHITECTURAL, MECHANICAL AND ELECTRICAL WORK. SUCH COORDINATION SHALL RESULT IN CONCEALMENT OF ALL MECHANIAL/ELECTRICAL SERVICES BEHIND FINISHES AS INDICATED ON PLANS.

9. 12. 10.

11.

12.

EGRESS FROM OCCUPIED SPACES ON THE FLOOR TO BE MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY OBSTRUCTION OF EGRESS PATHS MAY BE PERMITTED WITH PRIOR NOTICE TO OCCUPANTS AND APPROPRIATE SIGNAGE INDICATING ALTERNATE EGRESS PATHS, PENDING OWNER APPROVAL. AREAS SHADED GRAY ARE OUTSIDE THE SCOPE, BUT MAY REQUIRE MODIFICATIONS EXISTING INFRASTRUCTURE EXISTING FINISHES AFFECTED BYTO CONSTRUCTION SHOULD BE TO SUPPORT PROGRAMMED SPACES. PATCHED ANDTHE REPAIRED TO MATCH EXISTING. NEW PARTITIONS TO MATCH WIDTH OF EXISTING PARTITIONS. CONTRACTOR TO CONFIRM ALL EXISTING PARTITION TYPES PRIOR TO SELECTING MATERIALS EGRESS FROM OCCUPIED SPACES ON THE FLOOR TO BE MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY OBSTRUCTION OF EGRESS PATHS MAY BE PERMITTED WITH PRIOR NOTICE TO OCCUPANTS AND APPROPRIATE SIGNAGE INDICATING ALTERNATE EGRESS PATHS, PENDING OWNER APPROVAL. EXISTING FINISHES AFFECTED BY CONSTRUCTION SHOULD BE PATCHED AND REPAIRED TO MATCH EXISTING.

HUMAN FINISH MENU: FACTORS

6 A9.10

FLOOR/ 2702 BASE A: EXISTING TO REMAIN B: EXISTING TO REMAIN; PATCH AND REPAIR AS REQUIRED

DATE

FINISH MENU: FLOOR/ BASE A: EXISTING TO REMAIN B: EXISTING TO REMAIN; PATCH AND REPAIR AS REQUIRED

WALLS/ WAINSCOT 1: EXISTING TO REMAIN 2: EXISTING TO REMAIN; PATCH, REFINISH AND PAINT AS REQUIRED CEILING A: EXISTING TO REMAIN, REPLACE STAINED OR DAMAGED TILES

ROOM NAME

2709B

254 A- 1 -A 31 SF

ROOM NAME 254 A- 1 -A 31 SF

DATE

DESCRIPT

ISSUES #

DATE

DESCRIPTION

REVISIONS

DARK ROOM

CEILING A: EXISTING TO REMAIN, REPLACE STAINED OR DAMAGED TILES

DESCRIPTION

ISSUES

MATERIALS FAB 2709 A4.01 A- 2 -A 7 970 SF

H2 PANEL AND SENSORS (SEE PP DWGS)

WALLS/ WAINSCOT 1: EXISTING TO REMAIN 2: EXISTING TO REMAIN; PATCH, REFINISH AND PAINT AS REQUIRED

Approved By: SS

EXISTING 90 PSI AIR LINE TO REMAIN, PROVIDE NEW BRAIDED TERMINATION

2710 B

1/4" = 1'-0"

THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONS. AT COMPLETION OF WORK HE SHALL REMOVE DEBRIS, SURPLUS MATERIAL, AND EQUIPMENT AND THOROUGHLY CLEAN ALL SURFACES1OF THE NEW CONSTRUCTION SO THAT THE PREMISES ARE READY FOR IMMEDIATE OCCUPANCY.

7. 8.

NEW WORK PLAN - LAB 2710 & LAB 2709

THE CONTRACTOR SHALL AT ALL TIMES PROTECT BUILDING OCCUPANTS IN OR NEAR THE CONSTRUCTION AREA FROM TOXIC FUMES OR MATERIALS AND FROM HAZARDOUS ELECTRICAL OR SG-1 SG-2 MECHANICAL MATERIALS AND EQUIPMENT. HAZARDOUS MATERIALS AND WASTES SHALL BE HANDLED AND DISPOSED OF IN A MANNER WHICH COMPLIES WITH LOCAL LAWS, BUILDING CODES AND BUILDING REGULATIONS.

5'-0"

NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY IN THE DOCUMENTS. WORK THAT PROCEEDS WITHOUT NOTIFYING THE ARCHITECT IS AT THE ELEVATION - LAB 2710 - SAMEER CONTRACTOR'S OWNNORTH RISK. COSTS OF ANY CHANGES REQUIRED BY THESONKUSALE 3 WORK 1/4" = 1'-0" ARCHITECT OF SAID SHALL BE SOLELY BORNE BY THE CONTRACTOR.

OR AM

Checked By: MPM

NEW 5FT MOBILE TABLE

Drawn By:

EMERGENCY GAS SHUT-OFF SWITCH, (SEE PP DWGS)

CYLINDER RESTRAINTS

NORTH ELEVATION - LAB 2710 - SAMEER SONKUSALE

Wilson Architects Inc. 374 Congress Street, Suite 400 B (p) 617-338-5990 (f) 617-338-5

MATERIALS FAB 2709 A- 2 -A 970 SF

EMERGENCY GAS SHUT-OFF SWITCH, (SEE PP DWGS)

DISCONNECT HANDLE EXISTING 90 PSI AIR LINE TO AT VAC TURRET REMAIN, PROVIDE NEW (3) CYLINDER RESTRAINTS, BRAIDED TERMINATION CYLINDERS & CONNECTIONS N.I.C. H2 PANEL AND SENSORS NEW 6FT MOBILE TABLE (SEE PP DWGS) EXHAUST PORT ABOVE DARK ROOM

CR 2709 A

A4.01

AIR

HW CW EYEWASH

AIR

Checked By: MPM

SG-1 SG-2 VAC

R FOAM T O Approved N By: SS

Drawn By:

SG-1 SG-2 VAC

4'-6"

CYLINDER RESTRAINTS 1/4" = 1'-0"

O D Construction

EXISTING SHELVING NEW FUME HOOD TO6FT REMAIN NEW LAB SINK NEW 5FT MOBILE TABLE

SG1

EAST ELEVATION - LAB 2710 - SAMEER SONKUSALE

2601

SB1 3636

FC1 3524

1'-6"

QUICK CONNECT TERMINATIONS (SEE PLUMBING DWGS)

BC1 3524

9'-6"

AC1 3524

Wilson Architects Inc. 374 Congress Street, Suite 400 Bosto (p) 617-338-5990 (f) 617-338-5991

A9.10

EXHAUST PORT ABOVE

SENSORS & INSTRUMENTS

NEW 6FT FUME HOOD

Construction Do

CYLINDER RESTRAINTS

2'-0"

PB1 3530

FLAMMABLE

1/4" = 1'-0"

2'-0"

BASE

LEVEL 2 - DEMOLITIO AND ELEVATIONS

NEW 5FT MOBILE TABLE

RCP LAB 2710 AND 2709

3'-8"

4'-6"

ACID

1/8" =

IF THIS SHEET IS NOT 30" x 42" IT IS A RED

2709B

A9.10

AIR

7600-0

Drawing Scale

DARK ROOM

2702

SG1

A9.10

11 Dec

Project Number

EXISTING SHELVING TO REMAIN

SG-1 SG-2 VAC

AIR

EXISTING ADJUSTABLE SHELVING EXISTING BIOSAFETY CABINET EXISTING CHEM STORAGE CABINET EXISTING GAS CYLINDER EXISTING FUME HOOD EXISTING LOWER CABINET/DRAWER BASE EXISTING MOBILE CART EXISTING MOVABLE SHELVING EXISTING MOBILE TABLE EXISTING REFRIGERATOR EXISTING SINK BASE EXISTING STORAGE CABINET EXISTING UPPER CABINET

PB1 3530

STAINLESS STEEL PIPING FROM FUME HOOD SG-1 & SG-2 TURRETS TO QUICK CONNECT TERMINATIONS AT CYLINDERS

= = = = = = = = = = = = =

A9.10

NEW 6FTNORTH FUME HOOD ELEVATION - LAB 2710A - SAMEER SONKUSALE

CYLINDER RESTRAINTS

AS BSC CSC CYL FH LB MC MS MT REF SB SC UC

DESCRIPT

Date Issued

1/4" = 1'-0"

2701

SG-1 SG-2 VAC

EXISTING DOOR, EXISTING DIFFUSERS TO FRAME & HARDWARE TO REMAIN. PROTECT DURING SIM. E1 CONSTRUCTION. BE REMOVED, COORD. NEWDWGS. EXHAUST DROP, SEE 8 W/ MECH MECH DWGS. EXISTING FIXED CASEWORK, FURNITURE, EQUIPMENT & PIPED SERVICES EXISTING FUME A9.10 E2 TO REMAIN. PROTECT DURING CONSTRUCTION. HOOD EXHAUST TO REMAIN EXISTING EYEWASH & EMERGENCY SHOWER TO REMAIN. E3 PROTECTEXISTING DURING CONSTRUCTION.

DATE

REVISIONS

EXISTING CASEWORK KEY NOTES:

RCP LAB 2710 AND 2709 HUMAN FACTORS

1/4" = 1'-0" QUICK CONNECT TERMINATIONS (SEE PLUMBING DWGS)

NEW FUME HOOD EXHAUST DUCT, SEE MECH DWGS.

TO TILE, AND LIGHT FIXTURES TO REMAIN. NANO LAB EXISTINGSPRINKLER MATERIALS CEILING GRID, REMAIN, TYP. OR BROKEN NEW FUME HOOD FAB 2710E4 REMOVE EXISTING DIFFUSERS. REPLACE STAINED EXHAUST DUCT, 2709 ACT 9-'6" CEILING TILES AS REQUIRED. SEE MECH DWGS. ACT 9-'6" EXISTING RECESSED LIGHT TO FIXTURE TO EXISTING DIFFUSERS BE REMOVED,REMAIN, COORD.TYP. W/ MECH DWGS. NEW SNORKEL EXISTING FUMEDUCT, TYP. SEE HOOD EXHAUST MECH DWGS. TO REMAIN NEW SUPPLY DIFFUSER, TYP. SEE MECH DWGS. NANO LAB MATERIALS 8 FAB 2710 A9.10 2709 ACT 9-'6" ACT 9-'6" EXISTING RECESSED LIGHT FIXTURE TO HUMAN REMAIN, TYP. FACTORS DARK ROOM NEW SNORKEL 2702 2709B DUCT, TYP. SEE MECH DWGS. NEW SUPPLY DIFFUSER, TYP. SEE MECH DWGS.

REMOVE EXISTING DOOR, FRAME & HARDWARE & SALVAGE FOR PATCH R3 EXISTING CEILINGRELOCATION. WHERE DUCTWORK WAS REMOVED, TYP. EXISTING FIXED CASEWORK & SALVAGE FOR RELOCATION. R4 REMOVE R5

A9.10

2709B

NEW EXHAUST DROP, SEE MECH DWGS.

EXISTING SPRINKLER TO REMAIN, TYP.

1/4"EXISTING = 1'-0" RELOCATE FUME HOOD, SEE MECH. DWGS.

L FIRE

DESCRIPT

1/4" = 1'-0"

RELOCATE EXISTING FH EXHAUSTWEST ELEVATION - LAB 2710A - SAMEER SONKUSALE

STAINLESS STEEL PIPING FROM FUME HOOD SG-1 & SG-2 TURRETS TO QUICK CONNECT TERMINATIONS AT CYLINDERS

DARK ROOM

2702

DEMO KEY NOTES:

14. EGRESS FROM OCCUPIED SPACES ON THE FLOOR TO BE MAINTAINED , PIPING AND SERVICES NOT CURRENTLY IN NEW SINGLE DOOR E ABANDONED AND ALL PIPING, FIXTURES, WIRING AND FRAME, THROUGHOUT CONSTRUCTION. TEMPORARY OBSTRUCTION OF EGRESS WEST ELEVATION 2710A - SAMEER SONKUSALE PATHS- LAB PERMITTED WITH PRIOR NOTICE TO OCCUPANTS AND APPROPRIATE H WOULD OTHERWISE BE EXPOSED IN THE FINISHED 6 SEE=A9.10 1'-0" SIGNAGE INDICATING ALTERNATE EGRESS PATHS. TERFERE WITH THE INSTALLATION OF NEW WORK1/4"SHALL ANDONED TEL/COM WIRING AND COMBUSTIBLES SHOULD BE ALSO REMOVED. PATCH EXISTING FLOOR, WALL AND G CONSTRUCTION TO REMAIN FROM DAMAGE. BASE AS REQUIRED DAMAGED OR NEWLY EXPOSED DURING EMOLITION WORK SHALL BE PREPARED, PATCHED, TCH ADJACENT SURFACES WHERE APPLICABLE. HE SITE AND LEGALLY DISPOSE OF ALL RUBBISH, ALS AND DEBRIS CAUSED BY DEMOLITION.

HUMAN FACTORS

PATCH EXISTING FLOOR, WALL AND BASE AS REQUIRED TO ACCEPT NEW FLOOR FINISHES SHALL BE GROUND, 13. DIMENSIONED AREAS OF PARTITIONS TO BE REMOVED ARE FOR FUTURE ETCHED AS NECESSARY TO COMPLETELY REMOVE OLD OPENINGS. ACTUAL OPENING SIZE MAY VARY DEPENDING ON EXISTING VES. DO NOT DAMAGE GWB ABOVE BASE IN AREAS PARTITION FRAMING. THE OPENING IS ASSUMED TO BE AS LARGE AS REQUIRED TO MEET THE NEW FRAME OR OPENING SIZE.

GENERAL PLAN NOTES:

DATE

ISSUES

4'-6"

SOUTH ELEVATION - LAB 2709 - IRYNA ZENYUK NEW DOOR 7 SINGLE 1/4" = 1'-0" AND FRAME, SEE A9.10

2709

NEW EXHAUST DIFFUSER, TYP. SEE MECH DWGS.

2710

CYL

D4 6'-0"

SB E2

NANO LAB

Approved By: SS

REMOVE EXIT SIGN

11 A9.10

MT AS

Checked By: MPM FH

CSC

A1.01 3

2710A

(3) CYLINDER RESTRAINTS, CYLINDERS & CONNECTIONS TO EXPERIMENT N.I.C.

E4 2

OAMR

SG2

AMBIENT SAMPLE TUBING (SEE PP DWGS)

12" MAX

11 FLAMMABLE GAS SENSORS (SEE PP DWGS) A9.10

E1 LB

REF

Drawn By:

AS AS

Wilson Architects Inc. 374 Congress Street, Suite 400 B (p) 617-338-5990 (f) 617-338-59

MODIFY EXISTING WALL & CASEWORK AS REQUIRED FOR NEW PLUMBING TIE-IN

TO EXPERIMENT N.I.C.

1/4" = 1'-0"

4'-6"

NEW 6FT MOBILE TABLE W/ LOWER SHELF DROP NEW EXHAUST (SEE HVAC DWGS)

BSC

2601

NANO LAB 2710 - ELEVATION - EASTRESTRAINTS, CYLINDERS & CONNECTIONS (3) CYLINDER

2710B

SENSORS & INSTRUMENTS

EXHAUST TUBING N.I.C.

CYL CYL

BIO

AMBIENT SAMPLE TUBING (SEE PP DWGS)

LB NEW EXHAUST DROP (SEE HVAC DWGS)

Construction D

SG2

WILSON ARCHITECTS

Date Issued

ROOM NAME

FLOOR - WALL - CEILING

1/8" = 1'-0

ROOM AREA

DATE

DESCRIPT

REVISIONS

A4.

Date Issued

ROOM NAME

11 Dec

Project Number

7600-0

Drawing Scale

1/8" =

IF THIS SHEET IS NOT 30" x 42" IT IS A REDUC

FLOOR - WALL - CEILING ROOM AREA

7600-03

Drawing Scale

LEVEL 2 - NEW WORK AND INTERIOR ELEVAT

ROOM NUMBER

11 Decemb

Project Number

LEVEL 2 - NEW WOR AND INTERIOR ELEV

IF THIS SHEET IS NOT 30" x 42" IT IS A RED

1" COUNTER

A9.10

SEE KEY

48" MAX - SEE KEY

2'-6"

3'-0"

3"=1'

VARIES, SEE KEY

ACID

PB1

SINK BASE TYPE 1

SB1

VARIES, SEE KEY

S.S. DRIP LEDGE & FLEX TUBE

CABINET TYPES

SB = SINK BASE PB = WALL PEG BOARD AC= ACID STORAGE CABINET FC = FLAMMABLE STORAGE CABINET DB = BASE STORAGE CABINET

GENERAL NOTES:

FLAMMABLE

BASE

FUME HOOD TYPE (SEE BELOW) OB - OPEN BYPASS, OR RB - RESTRICTED BYPASS

VARIES, SEE KEY

SEE KEY

NOMINAL HEIGHT AND WIDTH (HEIGHT INCLUDES COUNTER TOP THICKNESS)

FH5-B RB

PRACTICE | SEGMENT II DESIGN PORTFOLIO

4" BACKSPLASH

NOMINAL HEIGHT AND WIDTH CABINET TYPE (SEE BELOW)

CB1 3630

AXON (NTS)

CABINET TYPE (SEE BELOW)

SEE KEY

AS1 3630

2'-0"

KEYS:

TWO 7" HIGH APRONS ABOVE CUPBOARD TWO HINGED, SOLID DOORS

PEGBOARD TYPE 1

FC-1

VARIES, SEE KEY

FLAMMABLE CABINET TYPE 1

ACID CABINET TYPE 1

AC-1

METAL CABINET W/ SINGLE DOOR W/ POLY VENT PIPE MOLDED CHEM RESISTANT POLYETHYLENE LINING

METAL FLAMMABLE STORAGE CABINET W/ SINGLE DOOR

EPOXY WALL PEG BOARD WITH REMOVABLE POLYPROPYLENE PEG INSERTS, S.S. DRIP LEDGE, SPACE FOR RODI, PAPER TOWEL & SOAP DISPENSER

VARIES, SEE KEY

BC-1

BASE CABINET TYPE 1

METAL CABINET W/ SINGLE DOOR W/ POLY VENT PIPE MOLDED CHEM RESISTANT POLYETHYLENE LINING

S.S. FRAME

1. FUME HOOD IS TO BE CONTRACTOR FURNISHED AND INSTALLED.

SCALE

2'-6"

SIDE ELEVATION

3. REVIEW WITH OWNER OPTIONS FOR EXISTING FUME HOOD RELOCATION.

2. FUME HOOD TO BE FIELD TESTED AFTER INSTALLATION. REQUIRED TEST METHOD SHALL BE ANSI/ASHRAE 110 "METHOD OF TESTING PERFORMANCE OF LABORATORY FUME HOODS". RESULTING PERFORMANCE SHALL BE AI 0.05 OR LESS.

1-1/2" EPOXY TOP EQ

CL OF TILE RUNNER

5 8"

2'-6"

1-1/2"=1'

BOD: MOTT SAFEGUARD

1 2"

115 16"

3'-0"

VARIES

1 2"

3'-0"

2'-6"

S.S. FRAME

S.S. SHELF

3'-1"

5 8"

ACT MAIN RUNNER

VARIES

VARIES - SEE PARTITION TYPE

5'-8"

48" VIEWABLE

8'-8" NOMINAL

5'-0"

33" MAX OPENING

4'-7"

SCALE

ESCUTCHEON RING & COLLAR

1-1/2" EPOXY TOP

3'-5163 "

3/4"=1'

1 2"

EXISTING 2' X 4' CEILING TILE

VARIES

FRONT ELEVATION

FH1 SECTION

1/2" = 1'-0"

MOBILE TABLE DETAILS

1/2" = 1'-0"

CEILING DETAIL - SNORKEL DUCT PENETRATION

HOLLOW METAL DOOR JAMB DETAIL

1 1/2" = 1'-0"

6" = 1'-0"

5 3'-0"

1/2"=1'

4 A9.10

7'-0"

6'-0"

4" NOMINAL

3'-6"

SCALE

HDWD VENEER FBRBD DRAWER OR DOOR FRONT W/ 41" HDWD EDGEBAND ALL AROUND

221"

1/4"=1'

EXISTING PARTITION

ALIGN

CABINET LEVELER VENT FROM BASE CAB.

HDWD VENEER FBRBD CABINET BASE W/ 41" HDWD EDGEBAND @ EXPOSED EDGE

7'-0"

BOD: MOTT SAFEGUARD

ALIGN

FRAME TYPE

HOLLOW METAL

Wilson Architects Inc. 374 Congress Street, Suite 400 Boston, MA 02210 (p) 617-338-5990 (f) 617-338-5991

SINGLE SOLID LEAF

Drawn By:

TYPICAL SECTION DETAIL AT TOE KICK

CONFIRM SIGNAGE W/ TUFTS EHS 7

3" = 1'-0"

WALL PATCHING DETAIL

FRAME TYPES

1 1/2" = 1'-0"

1/2" = 1'-0"

DOOR TYPES

1/2" = 1'-0"

R FOAM

Checked By: MPM

Approved By: SS

NFPA 704 GASEOUS H2 PLACARD 1' = 1'-0"

SCALE

1/2" = 1'-0"

R ST

TAPED JOINT FOR VISUAL CONTINUITY PARTITION TYPE TO MATCH EXISTING CONSTRUCTION

COVE BASE AS SCHED.

TIO

FH1 WORKSURFACE PLAN

Construction Documents

SOUND ATTENUATION INSULATION WHERE OCCURS, CONTINUOUS INTO STUD SPACE AT INTERSECTION

1" HDWD EDGEBAND @ BOTTOM EDGE

3'-0"

3 1/2"

A9.10

PLASTIC CAP

HOLLOW METAL DOOR HEAD DETAIL

6" = 1'-0"

SCALE

EPOXY PEG BOARD, TYP.

DOOR HARDWARE SCHEDULE

14 A9.10

6'-0"

COORDINATE SASH OVERRUN W/ OBJECTS ABOVE

4'-7"

SG-1 SG-2 VAC AIR

120V-20A OUTLET EACH SIDE

NOTE: FUME HOOD BASE CABINET CONFIGURATION SEE A5 SERIES ELEVATIONS

S.S. TANK CRADLES W/ CHAIN RESTRAINTS - TYP. EA. SIDE

1" EPOXY BACKSPLASH & BENCH TOP W/ MARINE EDGE 5" x 34" SOLID HDWD. APRON

GAS CYLINDERS N.I.C. (CONFIRM W/ TUFTS EHS)

EPOXY SINK

DOOR PULL LAB SINK SUPPORT 3/4" HDWD. VENEER PANEL W/ 1/4" HDWD. EDGEBAND, TYP. DOOR LAB WASTE DRAIN, COORDINATE WITH PLUMBING DWGS.

STAINLESS STEEL FLUSH AIR FOIL SASH & FRAME

FH1 ELEVATION 1/2" = 1'-0"

2'-1"

ANGLED HOSE COCK COLOR CODED (TYP.)

BOD: MOTT SAFEGUARD

A9.10

VALVE HANDLE W/ COLOR CODED HANDLE (TYP.)

2'-11"

7'-6"A.F.F. (VERIFY IN FIELD)

5 SCALE

SG-1 SG-2 VAC AIR

AIR FLOW METER & ALARM LIGHT SWITCH

AXON

NEW HW/CW FAUCET W/ DECK MOUNTED EYE WASH

VACUUM BREAKER

ELEVATION

STAINLESS STEEL DRIP TRAY W/ FLEXIBLE TUBING TO SINK

1/8"=1'

6" PEGS FOR DRYING

IF THIS SHEET IS NOT 30 x 42 IT IS A REDUCED SCALE PRINT - SCALE ACCORDINGLY

2'-6"

VARIES - SEE PARTITION TYPE

115 16"

1 2"

PLAN VIEW

VARIES

ITEM HW-1 1 SETS BUTTS 1 INTERIOR LOCKSET 2 KICK PLATES 1 CLOSER 1 STOPS 3 SILENCERS

ITEM HW-2 1 SET BUTTS 1 INTERIOR LOCKSET (KEYED) 2 KICK PLATES 1 CLOSER 1 STOP 3 SILENCERS

BASIS OF DESIGN EXISTING TO REMAIN PERMANENTLY LOCKED EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

DETAIL OF GAS CYLINDER RESTRAINTS 3/4" = 1'-0"

DATE

DESCRIPTION

ISSUES

EXISTING DOOR SCHEDULE Room Name

Type

Thick

Cnstr

Fin

Gls

Fr.Mat.

Fire Rating

Hdwr Set

2709-A

MATERIALS FAB

3'-0"

7'-0"

1 3/4"

2709-B

MATERIALS FAB

3'-6"

7'-0"

1 3/4"

EXISTING TO REMAIN; NEW HAZMAT SIGNAGE

2709-C

MATERIALS FAB

3'-0"

7'-0"

1 3/4"

EXISTING TO REMAIN; NEW HAZMAT SIGNAGE

2710-A

NANO LAB

3'-0"

7'-0"

1 3/4"

EXISTING TO REMAIN

REVISIONS

2710-B

NANO LAB

3'-0"

7'-0"

1 3/4"

EXISTING TO REMAIN; LOCK FROM 2710

Date Issued

11 December 2015

2710B-A

BIO

3'-0"

7'-0"

1 3/4"

EXISTING TO REMAIN

Project Number

7600-03

Drawing Scale

AS SHOWN

Width/Leaf Height

Fr.Type

Notes EXISTING TO REMAIN; NEW CARD ACCESS

Door No.

Room Name

2710A-A

SYNTHESIS

Width/Leaf Height 3'-0"

7'-0"

DATE

DESCRIPTION

LEVEL 2 - INTERIOR DETAILS

NEW DOOR SCHEDULE PLAN

1" = 1'-0"

BASIS OF DESIGN EXISTING TO REMAIN PERMANENTLY LOCKED EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN PER TUFTS DOOR HARDWARE GUIDELINES

AS REQUIRED

A9.10

SECTION DETAIL AT SB1 AND PB1

ITEM HW-3 1 SETS BUTTS 1 INTERIOR LOCKSET 2 KICK PLATES 1 CLOSER 1 STOPS 3 SILENCERS 1 ELECTRIFIED STRIKE

Door No.

BASIS OF DESIGN PER TUFTS DOOR HARDWARE GUIDELINES PER TUFTS DOOR HARDWARE GUIDELINES PER TUFTS DOOR HARDWARE GUIDELINES PER TUFTS DOOR HARDWARE GUIDELINES PER TUFTS DOOR HARDWARE GUIDELINES PER TUFTS DOOR HARDWARE GUIDELINES

Type

Thick

Cnstr

Fin

Gls

Fr.Type

Fr.Mat.

Fire Rating

Hdwr Set

1 3/4"

PTD

Notes -

A9.10 IF THIS SHEET IS NOT 30" x 42" IT IS A REDUCED SCALE PRINT

107

60 WALNUT STREET LOBBY RENOVATION

WILSON ARCHITECTS

Boston, MA | Dec 2015 - Feb 2016

INTERIOR FINISH KEY: FLOORS

MEN

STOR

MEN

WOMEN

FL-01

PORCELAIN TILE IN GREY FLEURY

FL-02

PORCELAIN TILE IN TRAVERTINE SILVER

FL-03

CARPET

FL-04

FLOATING VINYL FLOOR

FL-05

WALK-OFF CARPET

WB-01

PORCELAIN TILE WALL BASE

WALLS

STOR

W-01

D-01

RECEPTION

ACT 1 8'-2"

RECEPTION

D-01 RECEPTION

D-01

L-01 TYP.

ACCENT LAMINATE PANELS IN S-052

W-02B

ACCENT LAMINATE PANELS IN M-K03

W-02C D-01

W-06

RECEPTION

FL-03

ACCENT LAMINATE PANELS IN T-3302

W-03

WOOD LAMINATE

W-04

WOOD WALLCOVERING

W-05

WALLCOVERING

W-06

ACCENT WALLCOVERING

DOORS

FL-02

EQ. A

ELEV ROOM

D-01

LAMINATE PANELS IN S-450

W-02A

D-01

ELEV ROOM

PAINT EXISTING DOOR PANELS

WB-01 TYP.

L-04 TYP. LOBBY

CEILING 2

D-01

6'-0"

L-02

ELEV 34 SF

GWB-1 8'-4" ELEV

FL-02

A9.01

LOBBY 418 SF

A5.01

W-03 W-04

6'-0"

L-02

GEOMETRIC TILE PATTERN OVER EXISTING WALL (SEE A5.01)

5'-6"

EQ. B

NEW 2X2 ACT TILES IN EXISTING GRID

GWB-1

NEW PAINTED GWB

GWB-2

EXISTING GWB TO REMAIN

L-01

RECESSED ACT LIGHT FIXTURE - ELAN UNA WALL-MOUNTED LIGHT FIXTURE - ELAN IDRIL

L-03

PENDANT LIGHT FIXTURE - ELAN RAILWAYS

L-04

RECESSED CAN LIGHT FIXTURE

EXISTING TRACK LIGHTING TO REMAIN, TYP.

MILLWORK 3

EXISTING SKYLIGHT GLAZING AND MULLIONS TO REMAIN, TYP.

L-03

NEW 2X4 ACT TILES IN EXISTING GRID

ACT-3

L-02

EQ. A 5'-6"

NEW 2X4 ACT GRID AND TILES

ACT-2

LIGHTING

W-01

EQ. B

ACT-1

FL-03

LOBBY STAIR 272 SF

F-01

A9.01

NEW STAIR GUARDRAIL AND HANDRAILS OPEN TO BELOW

CUSTOM BENCH FABRIC

W-01 1

GENERAL NOTES:

A7.01

1. PAINT ALL EXISTING AND NEW DOOR FRAMES TO MATCH DOOR PANELS.

LOBBY STAIR

2. VERIFY ALL DIMENSION IN FIELD PRIOR TO FABRICATION AND INSTALLATION.

FL-01 20'-9"

11'-2"

TYP. 7

20'-9"

11'-2"

VESTIBULE 70 SF

VESTIBULE ACT-3 8'-2"

Street MA 02481

1/4" = 1'-0"

ENLARGED FLOORPLAN - LEVEL 2 LOBBY 1/4" = 1'-0"

WALNUT STREET

Date Issued

Wilson Architects Inc. 374 Congress Street, Suite 400 Boston, MA 02210 (p) 617-338-5990 (f) 617-338-5991

40 60

Drawn By:

EXISTING CONDITIONS

108

ENLARGED FLOORPLAN - LEVEL 2 LOBBY

REFLECTED CEILING PLAN - LEVEL 2 LOBBY

Construction Documents

FL-05

REFLECTED CEILING PLAN - LEVEL 2 LOBBY 2

11'-2"

L-04

DATE

ISSUES

DESCRIPTION

DATE

REVISIONS

DESCRIPTION

Checked By: MHA

Approved By: WFW

18 February 2016

Project Number

6200-05

Drawing Scale

1/4" = 1'-0"

LEVEL 2 LOBBY - FLOORPLAN AND RCP

A4.02 IF THIS SHEET IS NOT 24" x 36" IT IS A REDUCED SCALE PRINT

CONCRETE/MTL. PAN TREAD

EXIST STL. CHANNEL STRINGER, PTD.

3 5/8" METAL STUD

STL. CHANNEL STRINGER, PTD.

GUARDRAIL DETAIL AT STRINGER - AT STAIR

3" = 1'-0"

1" TYP.

STRINGER DETAIL AT WALL

GENERAL STAIR NOTES:

DETAIL AT STAIR NOSING

3" = 1'-0"

1. GLASS GUARDRAIL ENGINEERED SHOP DRAWINGS LEVEL 2 GLASS RETURNDRAWINGS HANDRAIL PROVIDE SHOP ENGINEERED, PREPARED, SEALEDNEW EL: +5'-10" V.I.F. GUARDRAIL WITH EXTENSIONS TO WOOD AND SS. HANDRAILS AND SIGNEDWALL, BYTYP.THE CONTRACTOR'S ENGINEER. THE ENGINEER SHALL BE A MASSACHUSSETTS REGISTERED PROFESSIONAL STRUCTURAL ENGINEER CARRYING PROFESSIONAL LIABILITY, ERROR AND OMISSIONS INSURANCE FOR DESIGN PROFESSIONALS. 9 3 PROVIDE DETAILS FOR ALL GUARDRAIL ANCHORS AND LEVEL 1 CONNECTIONS. EL: -5'-3 1/2" V.I.F.

11" TYP.

7" TYP.

ALUM. STAIR NOSING, TO MATCH 40 WALNUT BLDG. STANDARD; SUBMIT SAMPLE FOR ARCHITECT'S REVIEW

A7.01

NEW CARPET

A7.01

7 A7.01 2 2. ASSEMBLY FABRICATION 2.A. LOADS OPEN TO BELOW COMPLY WITH MASSACHUSETTS STATE BUILDING CODE, 6 INCLUDING BUT NOT LIMITED TO STRESSES RESULTING FROM RAILING AND GUARDRAIL SYSTEM LOADS. 8

A7.01

WOOD / STAINLESS STEEL HANDRAIL

A7.01

STAINLESS STEEL BRACKET

MIN. 1/2" TEMPERED GLASS GUARDRAIL

PTD GWB

ADA INFILL STL. PLATE WELDED 1/4" TOPTD REVEAL EXIST. PANS, TYP.

SATIN ALUM. STAIR NOSING

PTD WOOD TRIM

1/2" THICK STONE BASE SET FLUSH

PTD ALUM. CLOSURE PTD STL. STRINGER

721"

DETAIL AT STAIR NOSING

1 1/2" = 1'-0"

1/2" = 1'-0"

WALNUT STREET

nstruction Documents

3" = 1'-0"

1/8" REVEAL (PTD. STEEL SHIM PLATE)

MIN. 1/2" TEMPERED GLASS GUARDRAIL

SCALE

1/8" REVEAL (PTD. STEEL SHIM PLATE)

FIN. FLOOR

3/4"=1'

SCALE

EXISTING CONCRETE/MTL. PAN TREAD

GLAZING SHOE: FACTORY PRIMED FOR FIELD PAINTING

PTD. 3" WIDE H.S.S. 4" HEIGHT AS AS REQUIRED TO MATCH EXIST. STRINGER HEIGHT ABOVE FINISHED CONC.

1/8" REVEAL (PTD. STEEL SHIM PLATE)

J BEAD TRIM AT GWB TERMINATION (TYP.)

EXISTING BAR JOIST

3/4"=1'

LEVEL 2 J BEAD TRIM AT GWB EL: +5'-10" V.I.F.TERMINATION (TYP.)

3/4" WOOD TRIM PTD. TO MATCH GWB 1/4" REVEAL

REVISIONS

MIN. 1/2" TEMPERED GLASS GUARDRAIL

ALIGN 1/8" REVEAL IN TRIM

FIN. FLOOR

3/4" WOOD TRIM PTD. TO MATCH GWB # DATE 1/4" REVEAL

DESCRIPTION

ISSUES CONTINUOUS

ALIGN

1'-0"

DATE

SILICONE GLAZING

RETURN HANDRAIL GLAZING SHOE: FACTORY PRIMED EXTENSIONS TO FOR FIELD PAINTING WALL, TYP.

1/8" REVEAL IN TRIM 4"

METAL DECK EDGE OR BENT PLATE AS OCCURS OR AS REQUIRED EXIST. FRAMING

EXISTING BAR JOIST

METAL DECK EDGE OR BENT PLATE AS OCCURS OR AS REQUIRED

NEW CARPET FINISH

EXIST. FRAMING

EXISTING CONCRETE/MTL. PAN TREAD

J BEAD TRIM AT GWB TERMINATION (TYP.)

LIGHT GAUGE

METAL FRAMING EXISTING CONCRETE/MTL. WEB STIFFENER PLATE PANWHERE TREADREQUIRED

BALCONY SOFFIT

IF THIS SHEET IS NOT 24 x 36 IT IS A REDUCED SCALE PRINT - SCALE ACCORDINGLY

1 SCALE

0 6'

1/2"=1' 3' 2' 1' 0 12 1/4"=1' 8 4

IF THIS SHEET IS NOT 24 x 36 IT IS A REDUCED SCALE PRINT - SCALE ACCORDINGLY

SCALE

2 1 SCALE

0 6'

1/2"=1' SCALE

3" = 1'-0"

SCALE

0 10

3" = 1'-0"

J BEAD TRIM AT GWB TERMINATION (TYP.)

LIGHT GAUGE METAL FRAMING WEB STIFFENER PLATE WHERE REQUIRED

1/8" REVEAL IN TRIM S.S. SUPPORT

SET FLUSH 1/4" REVEAL

WOOD BLOCKING

WOOD HANDRAIL AND S.S. BRACKET TO MATCH J40BEAD TRIM AT GWB WALNUT LOBBY STAIR

REDUCED SCALE ALIGNIF THIS SHEET IS NOT 24" x 36" IT IS ATERMINATION (TYP.) PRINT

1/8" REVEAL IN TRIM

NEW CARPET 1/4" REVEAL FINISH

EXISTING WALL CONSTRUCTION

LIGHT GAUGE METAL FURRING

LIGHT GAUGE METAL FRAMING J BEAD TRIM AT GWB TERMINATION (TYP.)

LIGHT GAUGE METAL FURRING

J BEAD TRIM AT GWB TERMINATION (TYP.)

EXISTING WALL CONSTRUCTION

LAMINATE PANEL ON LIGHT GAUGE METAL FURRING OR Z-CLIPS

WEB STIFFENER PLATE WHERE REQUIRED

3 5/8" METAL STUD

EXIST STL. CHANNEL STRINGER, PTD.

A7.01

5/8" GWB, PAINTED TO MATCH EXISTING 1/4" REVEAL BALCONY SOFFIT FIN. FLOOR

EXIST STL. CHANNEL 5/8" GWB, PAINTED TO STRINGER, PTD. MATCH EXISTING BALCONY SOFFIT

3 5/8" METAL STUD

CONCRETE/MTL. PAN TREAD 3 5/8" METAL STUD

STL. CHANNEL STRINGER, PTD.

GUARDRAIL DETAIL AT STRINGER - AT STAIR

GUARDRAIL DETAIL AT STRINGER - AT WALL

3" = 1'-0"

GUARDRAIL DETAIL AT STRINGER - AT STAIR

STRINGER DE

3" = 1'-0"

STRINGER DETAIL AT WALL

3" = 1'-0"

DETAIL AT STA 3" = 1'-0"

A7.01

OPEN TO BELOW

9 A7.01

5 A7.01

WOOD / STAINLESS STEEL HANDRAIL

5 A7.01

WOOD / STAINLESS STEEL HANDRAIL

STAINLESS STEEL BRACKET

WOOD & S.S. HANDRAIL

LEVEL GRADE EL: +0'-0"

MIN. 1/2" TEMPERED GLASS GUARDRAIL

WOOD & S.S. HANDRAIL

STAINLESS STEEL BRACKET 8

CONCRETE FILLED METAL PAN STAIR

MIN. 1/2" TEMPERED GLASS GUARDRAIL

FLOOR / STAIR FINISH AS SCHEDULED

SATIN ALUM. STAIR NOSING

FLOOR / STAIR FINISH AS SCHEDULED

PTD ALUM. CLOSURE

PTD ALUM. GLASS 1/2" THICK STONE GUARDRAIL SHOE BASE SET FLUSH

PTD STL. STRINGER

1 1/2" = 1'-0"

PTD. METAL

STAIR SECTION DETAIL CLOSURE 1 1/2" = 1'-0"

STONE FLOOR

1/4" PTD REVEAL 1/2" THICK STONE BASE SET FLUSH

PTD ALUM. CLOSURE

STAIR SECTION DETAIL

GUARDRAIL RETURN ELEVATION

PTD WOOD TRIM

SATIN ALUM. STAIR NOSING

PTD STL. CLOSURE PLATE

PTD. WOOD TRIM

PLATE ON STRINGER

8 A7.01

PTD GWB

1/4" PTD REVEAL

PTD. ALUM. CLOSURE ON SHOE

PTD. METAL CLOSURE PLATE ON STRINGER

MIN. 1/2" TEMPERED GLASS GUARDRAIL

CONCRETE FILLED METAL PAN STAIR

PTD ALUM. GLASS GUARDRAIL SHOE

MIN. 1/2" TEMPERED GLASS GUARDRAIL

PTD. WOOD TRIM

A7.01

PTD STL. STRINGER STAIR ELEVATION DETAIL

STAIR ELEVATION DETAIL 1 1/2" = 1'-0"

PTD STL. CLOSURE PLATE

5 1/2" = 1'-0"

A7.01 3/4" WOOD TRIM PTD. TO MATCH GWB

5/8" GWB, PAINTED TO LIGHT GAUGE MATCH EXISTING METAL FRAMING EXISTING BALCONY SOFFIT CONCRETE/MTL. WEB STIFFENER PLATE PAN TREAD WHERE REQUIRED

EXISTING CONCRETE/MTL. PAN TREAD

SCALE

WALNUT STREET

60 Walnut Street GUARDRAIL RETURN ELEVATION STAIR SECTION DETAIL THE 4 3 Construction Wellesley, MA 02481 NELSON COMPANIES 60 Walnut Street LTD. THE 0

ENLARGED STR PLAN

WOOD BLOCKING

ALIGN

NEW CARPET FINISH

AS NOTED

3/4" WOOD TRIM PTD. TO MATCH GWB

ALIGN

CONTINUOUS SILICONE GLAZING

GUARDRAIL DETAIL AT STRINGER - AT WALL

20 10 SCALE

GUARDRAIL DETAIL AT STRINGER - AT WALL

A7.01 2

A7.01

OOR

3" = 1'-0"

PTD. ALUM. CLOSURE ON SHOE

1/8"=1'

3 5/8" METAL STUD

9 GUARDRAIL DETAIL AT EOS

SCALE

1'-0"

11"

3'-6"

1/4"=1'

6 A7.01

A7.01

GUARDRAIL DETAIL AT EOS

GLASS GUARDRAIL

NEW GLASS GLAZING SHOE: 1/8" REVEAL IN TRIM FACTORY PRIMED GUARDRAIL WITH 3/4" WOOD TRIM FOR FIELD PAINTING PTD. TO MATCH GWB WOOD AND SS. NEW CARPET 1/4" REVEAL 1/8" REVEAL (PTD. FINISH HANDRAILS STEEL SHIM PLATE)

EXIST STL. CHANNEL STRINGER, PTD.

Approved By: WFW MIN. 1/2" TEMPERED

Drawing Scale

SILICONE GLAZING

GLAZING SHOE: FACTORY PRIMED FOR FIELD PAINTING 1/8" REVEAL (PTD. STEEL SHIM PLATE)

6200-05

ENLARGED STAIR PLANS AND CONTINUOUS DETAILS

MIN. 1/2" TEMPERED GLASS GUARDRAIL

1/4" REVEAL

ALIGN

EXIST STL.5/8" CHANNEL GWB, PAINTED TO STRINGER, MATCHPTD. EXISTING

LEVEL 1 -5'-3 1/2" V.I.F. GUARDRAIL DETAILEL: AT EOS

3/4" WOOD TRIM PTD. TO MATCH GWB

AM 4"

Checked By: MHA

CONTINUOUS SILICONE GLAZING

ALIGN

PTD. 3" WIDE H.S.S. HEIGHT AS AS REQUIRED TO MATCH EXIST. STRINGER HEIGHT ABOVE FINISHED CONC.

Drawn By:

1/8" REVEAL (PTD. DESCRIPTION STEEL SHIM PLATE)

8 July 2016

Project Number

721"

1-1/2"=1'

GLAZING SHOE: FACTORY PRIMED FOR FIELD PAINTING

Wilson Architects Inc. 374 Congress Street, Suite 400 Boston, MA 02210 (p) 617-338-5990 (f) 617-338-5991 1/8" REVEAL IN TRIM

GLAZING SHOE: FACTORY PRIMED FOR FIELD PAINTING

1'-0"

CONTINUOUS SILICONE GLAZING

11"

MIN. 1/2" TEMPERED 40 GLASS GUARDRAIL

MIN. 1/2" TEMPERED GLASS GUARDRAIL

1'-0"

1-1/2"=1'

Date Issued

3'-6"

DETAIL AT STAIR NOSING

ENLARGED STAIR PLAN

ENLARGED STR PLAN

STAIR ELEVATION DETAIL

STONE FLOOR

PTD STL. CLOSURE PLATE

11"

MIN. 1/2" TEMPERED GLASS GUARDRAIL

1'-0"

PTD ALUM. GLASS GUARDRAIL SHOE

3'-6"

A7.01

EXISTING CONCRETE FILLED METAL PAN STAIR

1'-0"

A7.01

CONCRETE FILLED METAL PAN STAIR

PTD.

2.B. TEMPORARY CONSTRUCTION CLOSE STAIRS TO USE UNTIL NEW STAIR GUARDRAILS AND HANDRAILS ARE FULLY ERECTED/INSTALLED. PROVIDE TEMPORARY CONSTRUCTION FORLEVEL ALTERNATE EGRESS GRADE EL: +0'-0" IS DISRUPTED BY ROUTE WHERE BUILDING OCCUPANCY NEW GUARDRAIL CONSTRUCTION.

FLOOR / STAIR FINISH AS SCHEDULED

ASS

1'-0"

PRACTICE | SEGMENT II DESIGN PORTFOLIO

T WALL

ADA INFILL STL. PLATE WELDED TO EXIST. PANS, TYP.

1'-0"

3 5/8" METAL STUD

HANDRAILS ARE FULLY ERECTED/INSTALLED. PROVIDE TEMPORARY CONSTRUCTION FOR ALTERNATE EGRESS ROUTE WHERE BUILDING OCCUPANCY IS DISRUPTED BY NEW GUARDRAIL CONSTRUCTION.

EXISTING CONCRETE FILLED METAL PAN STAIR

MATCH EXISTING BALCONY SOFFIT

EXISTING CONCRETE/MTL. PAN TREAD

11"

MATCH EXISTING BALCONY SOFFIT

1 1/2" = 1'-0"

Documents

STAIR ELEVATION DETAIL 1 1/2" = 1'-0"

Date Issued

8 July 2016

109

DATE

DESCRIPTION

60 WALNUT STREET LOBBY RENOVATION

WILSON ARCHITECTS

Boston, MA | Dec 2015 - Feb 2016

110

2 2 2 2 1

1-1/2"=1' 1-1/2"=1' 1-1/2"=1'1-1/2"=1'

CP-7 AREA = 2.02 SQ. FT.

CP-2 AREA = 1.98 SQ. FT. CP-2 CP-2 AREA = 1.98 SQ. FT. AREA = 1.98 SQ. FT.

CP-4 AREA = 2.02 SQ. FT. CP-4 CP-4 AREA = 2.02 SQ. FT. AREA = 2.02 SQ. FT.

CP-6 AREA = 2.02 SQ. FT. CP-6 CP-6 AREA = 2.02 SQ. FT. AREA = 2.02 SQ. FT.

CP-7 AREA = 2.02 SQ. FT. CP-7 CP-7 AREA = 2.02 SQ. FT. AREA = 2.02 SQ. FT.

CP-1 AREA = 3.92 SQ. FT.

CP-3 AREA = 3.96 SQ. FT.

CP-1 AREA = 3.92 SQ. FT. CP-1 CP-1 AREA = 3.92 SQ. FT. AREA = 3.92 SQ. FT.

CP-3 AREA = 3.96 SQ. FT. CP-3 CP-3 AREA = 3.96 SQ. FT. AREA = 3.96 SQ. FT.

CP-2

CP-2 CP-2

CP-1

CP-2

CP-2 CP-2

CP-1

CP-2 CP-4 CP-2

CP-3

CP-1 CP-1

CP-3 CP-3 CP-3

CP-4 CP-4 CP-4 CP-4 CP-5 CP-4

CP-5

CP-4 CP-5 CP-4

CP-5

CP-5 CP-5

CP-5 CP-5 CP-5 CP-5 CP-5 CP-5

CP-7 CP-7 CP-7 CP-7

CP-1

CP-2

CP-1 CP-1

CP-2

CP-4 CP-4 CP-4 CP-4 CP-4 CP-4 CP-5 CP-4 CP-4 CP-5

CP-6 CP-6 CP-6 CP-6

CP-5 CP-4 CP-5 CP-4 CP-4 CP-4 CP-5 CP-4 CP-4 CP-5 CP-4 CP-5 CP-5

CP-3 CP-3 CP-7 CP-7 CP-7 CP-7 CP-3

CP-6 CP-6

CP-6

CP-2

CP-6 CP-1 CP-6

CP-7 CP-2 CP-7 CP-7 CP-2

CP-2 CP-2 CP-5

CP-1

CP-2 CP-2

CP-1 CP-1

CP-5

CP-3 CP-3 CP-7

CP-6

CP-5 CP-5 CP-2

CP-7 CP-7 CP-7

CP-5

CP-1

CP-5 CP-2 CP-5

CP-2 CP-2

CP-2

CP-5 CP-5 CP-7

CP-1

CP-1 CP-1

CP-2

CP-1 CP-1

CP-4 CP-5 CP-4

CP-2 CP-2

CP-1

CP-2 CP-4

CP-2

CP-6 CP-5

CP-6 CP-6 CP-6

CP-5 CP-5

CP-3 CP-3 CP-7 CP-6 CP-6

CP-7 CP-7

CP-2 CP-2

CP-7

CP-7 CP-5 CP-7 CP-7 CP-5

CP-3 CP-2 CP-2 CP-3

CP-7

CP-5 CP-5 CP-6 CP-5 CP-7 CP-7 CP-7 CP-6 CP-5 CP-6 CP-6 CP-7 CP-5 CP-4 CP-5 CP-6 CP-7 CP-7 CP-3 CP-6 CP-4 CP-4 CP-6 CP-3 CP-4 CP-4 CP-5 CP-4 CP-3 CP-3 CP-4 CP-5 CP-5 CP-4

CP-2 CP-4 CP-2 CP-4 CP-4 CP-4 CP-5 CP-4

CP-5 CP-5 CP-6

CP-6 CP-6

2'-0" 2'-0" CP-7 2'-0" CP-7

CP-5 CP-5 CP-6

CP-7 CP-7

P-4 AREA = 8.00 SQ. FT.

CP-6 CP-6

P-4 AREA = 8.00 SQ. FT. P-4 P-4 AREA = 8.00 SQ. FT. AREA = 8.00 SQ. FT.

CP-4

CP-5

CP-2

CP-5

CP-5 CP-5

CP-4 CP-4

P-3 AREA = 8.00 SQ. FT. P-3 P-3 AREA = 8.00 SQ. FT. AREA = 8.00 SQ. FT.

CP-1

CP-7

CP-5

CP-3

CP-6

P-3 CP-3 AREA =CP-3 8.00 SQ. FT.

CP-5

CP-3

CP-4 CP-4 CP-4 CP-4 CP-4

CP-3

CP-2 CP-2

CP-2

P-2 CP-2 AREA = 8.00 SQ. FT. P-2 P-2 AREA = 8.00 SQ. FT. AREA = 8.00 SQ. FT.

CP-4

CP-3

2'-0"

CP-3

CP-4 CP-4 CP-4 CP-4 CP-4

CP-3 CP-5 CP-3 CP-3 CP-5 CP-5 CP-5

CP-1

CP-5CP-4 CP-4 CP-5

CP-2

CP-5 CP-5 CP-2 CP-1

CP-2

CP-1 CP-1

CP-2

CP-1

CP-2

CP-2 CP-2

CP-1

CP-2 CP-2 CP-4

CP-3 CP-1 CP-1 CP-3 CP-5 CP-3 CP-3 CP-5

CP-2 CP-5

CP-2 CP-2 CP-5

CP-5

CP-5 CP-5

CP-2

4 4

CP-5 CP-5

CP-5 CP-5 CP-5

GENERAL NOTES:

LAMINATE PANEL TYPES

1. LAMINATE PANELS ARE TO BE SECURELY MOUNTED TO EXISTING GWB AND BRICK WALLS ON CLEAT SYSTEM OVER BLOCKING/FURRING WALNUT STREET AS REQUIRED.

1/2" = 1'-0"

LAMINATE PANEL TYPES LAMINATE PANEL TYPES 1/2" = 1'-0"

W-06

1/2" = 1'-0"

Construction Documents Construction Construction Documents Documents

WALNUT STREET 2. SUBMIT LAMINATE PANEL SAMPLES IN EACH COLOR SPECIFIED ON WALNUT STREET SUBSTRATE.

8'-2" V.I.F.

PAINTED GWB. FASCIA OVER EXISTING BRICK

TYP. WB-01

A9.01

62 62

40 40

DATE

ISSUES

60 60

DATE

ISSUES # DATE # DATE INSTALL LAMINATE PANELS AROUND FIRE ALARM ISSUES ISSUES PANELS AND CONTROLS

DESCRIPTIO

DESCRIPTIO DESCRIPTIO

4" 2'-0"

2'-0"

8'-4" V.I.F.

2'-0"

WB-02

D-01

WALNUT STREET

4'-0" TYP.

2'-0"

LEVEL 3 EL: + 15'-13 1/2" V.I.F.

D-01

CP-5

LAMINATE PANEL TYPES

1/2" = 1'-0"

D-01 60 Walnut D-01 Street Wellesley, 02481 60 Walnut MA Street 60 Walnut Street Wellesley, MA 02481 60 Walnut Street Wellesley, MA Wellesley, MA 02481 02481

8'-2" V.I.F.

CP-5

LAMINATE PANEL TYPES

7'-8" V.I.F.

THE THE NELSON THE THE NELSON COMPANIES NELSON NELSON COMPANIES LTD. COMPANIES COMPANIES LTD. LTD. LTD.

CP-5

CP-5 CP-5

CP-4 CP-4 CP-4 CP-4 CP-4 CP-7 CP-4 CP-4 CP-7

CP-6 CP-5 CP-5 CP-6 CP-5 CP-7 CP-7 CP-5 CP-6 CP-6 CP-5

CP-5

1'-0" 1'-0"1'-0" 1'-0"

CP-2

P-2 AREA = 8.00 SQ. FT.

P-1 AREA = 8.00 SQ. FT. P-1 P-1 AREA = 8.00 SQ. FT. AREA = 8.00 SQ. FT.

CP-5 AREA = 3.96 SQ. FT. CP-5 CP-5 AREA = 3.96 SQ. FT. AREA = 3.96 SQ. FT.

CP-4

CP-1

P-1 AREA = 8.00 SQ. FT.

CP-5 AREA = 3.96 SQ. FT.

2'-0" 2'-0"2'-0" 2'-0"

IFSHEET THIS SHEET NOT 24 x REDUCED IS ASCALE REDUCED SCALE PRINT - SCALE ACCORDINGLY IF IFTHIS THIS IFSHEET THIS SHEET IS ISNOT NOT IS 24 NOT 24x ISx3624 36ITxITIS36IS AIT AREDUCED IS36AITREDUCED SCALE SCALE PRINT PRINT PRINT - SCALE - SCALE - SCALE ACCORDINGLY ACCORDINGLY ACCORDINGLY

CP-6 AREA = 2.02 SQ. FT.

PRACTICE | SEGMENT II DESIGN PORTFOLIO

1 1

LEVEL 2 EL: + 5'-10" V.I.F.

TYP.

WB-01 42" MIN

D-01

W-06

W-01

8'-2" V.I.F.

LEVEL GRADE EL: Â± 0'-0"

D-01

GLASS GUARDRAIL WITH SS HANDRAILS TO MATCH 40 WALNUT

D-01

GWB FURRED WALL AT STAIR TYP. LEVEL 1 EL: - 5'-3 1/2" V.I.F.

W-05

SECTION ELEV LOBBY STAIR NORTH

34"

0 4 0 0 4 0 4 4 2

3/4"=1' 3/4"=1'3/4"=1' 3/4"=1'SCALE SCALESCALE SCALE

2 1 2 21 6' 0 0 6' 0 1 1 0 6' 6' 3'

1/2"=1' 1/2"=1'1/2"=1' 1/2"=1'SCALE SCALESCALE SCALE

2'3' 1'3'2' 3' 2'1'0 2' 12 0 0 12 1'0 1' 8 12 12 8

1/4"=1' 1/4"=1'1/4"=1' 1/4"=1'SCALE SCALESCALE SCALE

48 8 24 042 4 20 2 20 0 0 20

1/8"=1' 1/8"=1'1/8"=1' 1/8"=1'SCALE SCALESCALE SCALE

10 20 20 0 5 5 0 5 10 10 5 10

CP-4 AREA = 2.02 SQ. FT.

4'-0" 4'-0" 4'-0"

SCALE SCALESCALE SCALE

0 0

4'-0"

CP-2 AREA = 1.98 SQ. FT.

WB-01 EXISTING FIRE ALARM PANELS TO REMAIN

W-05

NEW CUSTOM MILLWORK AND FABRIC BENCH

SECTION ELEV LOBBY STAIR NORTH 111