Portfolio 2017 by chadi Hakim

akim H y d a h S

TABLE OF CONTENT 04

Emotive House Emotions as driver for an alternative form of housing

Trompe Lâ&#x20AC;&#x2122;oeil Metropolis ilm translated into an architectural building

Inverted Glacier Resurrection of the Vistulian glacier in a new urban form

Orchestrated Manoeuvres Robotic intervention on architectural moulding process

Modularity Luminescent Modular transformation to allow for diferent functions

Mountain Path Housing dwelling mimicking a hiking experience

Hydr-o-City Housing dwelling mimicking nature to collect water

Journalism School Site & Media research

Blur Architecture that provides anonymity in the masses

Ininite Mountain Study of line morphology and itâ&#x20AC;&#x2122;s implication on shapes

Clovis County Medical Center Profesional work from HMC Architects

Kaiser Skyport Profesional work from HMC Architects

House Comparison on Site Type A

Type A

Type B

Type C

Type A

Type B

Type C

Site History Collage

Emotive House Degree Project: 2015 Woodbury University Instructor Berenika Boberska Stephen Marshall The development and ubiquity of Tract housing in America has allowed houses to be built quickly and cheaply. However, in creating endless enclaves of identical houses these houses have become constrictive and unresponsive to both the pervasive demands of contemporary life and the forces of the external

environment. This thesis contemplates an alternative form of housing that takes emotion, responsiveness, personality and character as its key drivers. Thanks to the integration of pneumatic systems and alternative construction details, the emotive house can peal its walls, reveal hidden spaces, converse and lirt with the neighborâ&#x20AC;&#x2122;s house and in the extreme, protect the neighborhood from the unpredictability of its surrounding environment. Here, a new suburban sphere is formed through the transgression and distortion of property lines where the dialogue between the house, its inhabitants and environment become critical and dynamic catalysts for the radical rethinking of domestic space.

Protected Homes 2

Unprotected Homes

Fire Path

Focused site

Proposal

Site Strategy Pre-ire

By engaging architectural

history, sociology, economics, and technology in the pursuit of a new domestic sphere. It was clear that

current conditions lacked the ability to adapt to the continuous shiting domestic demands, and the environmental unpredicatability of the site. The necessity to adapt in this ever shiting conditions brings forth the

collaboration between advanced technology and traditional housing systems. The integrated pneumatic systems allows the emotive house to

respond and communicate with the inhabitants, neighboring house, or external threats. The emotive house can inlate and expand the spaces and rooms to allow larger gatherings. Or it could collapse spaces or rooms to make it nonfunctional. The house could communicate with the neighbor’s house and even open spaces to each other

creating a new unidentiied space, that’s neither private nor public. Seasonal brush ires has the ability to completely wipe out neighborhoods. This became a crucial point of the project, where the project splits into two phases. The irst Pre-Fire

Site Strategy Post-ire

phase, where the focus is on the house’s ability to communicate and interact with internal and external stimuli. The second phase happens ater the ire, the focus of the project shits towards protection. The Emotive house will respond to a ire threat by inlating the concrete canvas layer embedded inside the

pneumatic material. The concrete canvas is a concrete impregnated fabric that is lexible and foldable until its wet, and cured . In case of a ire, the concrete canvas would inlate and harden in the area facing the ire. This allows the house protects not only

itself, but with the collaboration with the neighboring houses it could protect the rest of the neighborhood behind them. This allows a neighborhood to have a irst layer of defence against brush ires.

The Site The site is located in Granada Hills, Los Angeles, CA. The Cul-de-Sac is located next to a ravine and the mountains. This location is crucial

since its the irst contact point between the houses and the ire that threatened the peace of the neighborhood.

3 0

Pneumatic Models Models were used in the beginning to igure out an approach to the project. It was important to think about scales and how the pneumatic system could work on diďŹ&#x20AC;erent scales. For example the big model was built to show to scales of the project, one at the scale of a room and how the pneumatic system can completely change the dynamic of a room by distorting the corners of a room. The second scale could be preserved at 1:1 scale of the how the system could take over the spaces between the structures, creating a new type of insulation that could be

responsive to temperature and diďŹ&#x20AC;erent condition. Attached to the big model an electronic control board that allows me to con-

trol the pneumatic materials by inlating, and controlling the pressure of the cavity inside the silicone membranes. The smaller study models later became important moments of the project, from a wall that inlate and hit an object responding to that object, a spaces

that is hidden and are only accessible when it inlates, to a slight distortion of a space that turns a homely space to an uncanny one.

The inal the site model was used to tell the narrative of the project. The narrative follows the impact of ire from let to right. From let the fossilized house in concrete. The middle two houses show the reaction of the ire not fully fossilized yet. The far right who the house that was protected by the cooperation of the houses facing the ire. Pre-Fire House

Post-Fire House

Render showing the concrete canvas protecting the house

Wall Section Insulation batting Studs per plan 2x Plate

Crown

Sot-Close 120’ hinge Adjustable Shelf

Fill Space

Int. Finish Bolts

Solid Glass Block Units 13 mm. Dry Concrete Canvas

Fire Retardant type sealant & Backer (TYP.) Sot-Close 120’ Hinge

Air Pockets

Air Unit 0

Pneumatic Material Base Molding Attachment Clip

2x8 “ F.J. @ 16” O.C.

Concrete Slab

(2) #4 Rebar

Post-Fire Section This section shows the new protective addition of the house. The rest of the house retain the ability to interact.

Exploded Axon The use of sawing and stitching techniques to design the concrete addition of that house that would inlate in a case of ire.

Trompe L’oeil Studio 5A

Scene breakdown SS01-SS06

Woodbury University Instructor Philip Ra Film Metropolis SS07

SS10

This project focuses on the relationship between ilm and architecture. The ilm Metropolis presented an opportunity to morph the illusion and duality in the ilm to a sound building. The building will house the new REDCAT theater. Trompe L’oeil is the concept of creating an illusion, the same way mirrors were used to create an illusion of a miniature model occupying a huge room. Illusion is meant to take a conined space and super-impose programs from around the building to create an ininite space

SS03

SS04

SS05

SS09

SS10

In a futuristic city sharply divided between the working class and the city planners. The son of the city’s mastermind falls in love with a working class prophet who predicts the coming of a savior to mediate their diﬀerences. The scene revolves around Freder ( the son of the city’s mastermind) visiting the machine room. Freder witnesses an accident in the machine room that takes the life of a lot of workers. Freder then Witness the machine turning into a monster that feed on the workers’ lives. The scene incorporate the Schuton process, the process relying on a miniature model and mirror to create an illusion of bigger building. The scene is shot through a series of single shots.

SS01-SS06

SS02

SS03

SS04

SS05

SS09

SS10

SS01-SS06

SS02

SS03

SS04

SS05

SS09

SS10

SS01-SS06

SS02

SS03

SS04

SS05

SS09

SS10

SS01-SS06

SS02

SS03

SS04

SS05

SS09

SS10

SS07

SS08

within said conined space. Programs will now be occupying not one plane but multiple planes of performance. This concept plays of the duality exhibited not only by the ilm but the site, and the program as well.

SS02

SS10

Schuton process was irst introduced while ilm metropolis. It was used to insert actors into shots of miniatures of skyscrapers and other buildings. A plate glass was placed at 45-degree angle between the camera and the miniature model. The camera’s viewinder was used to trace the outline of the area which the actors would later be inserted. That area would be transferred onto a mirror and the relective surface that fell inside the outline was removed. The actors were placed several meters away from the mirror so that they would appear at the right size.

Concept The duality observed in the ilm got translated in the concept. The concept revolved around the objective and the subjective side of the brain. The objective (let) side of the brain handles processes, logic, and information that we use to make decisions with our physical reality. The subjective (right) side of the brain responsible for visual imagery, auditory processing, and spatial abilities. The illusion occupy the space in between, by distorting program and superimposing over each other the space between the building will magnify and create an ininite space.

Site Research

Site Demographics Sex

Employees (500,00+)

Age

Race 20-24

Housing Black

Commuting

Occupied

Sex

25-34 0-19

Native

54+

Vaca nt

Asian Other

45-54

Residents (52,400) Sex

Male

Own

Married or Partnered

Visitors (10M+)

Housing

Education

Female

Own

Marital Status

Sex

Married or Partnered

Completed 4 Years College +

Stay Female

Rent

Male

Rent

Marital Status

Completed 4 Years College +

Other

oled rpo Ca

ed alk W

35-44

Female

Education

Female

Walked

White Pu blic Tra nsit

Male

Housing

Drove Alone

Education Vacation & Visitors

Marital Status

Completed 4 Years College +

Married or Partnered

Male

Program Layout The program is split into an objective side and subjective side. The subjective side houses the black box theater and exhibition / screening spaces. While the objective side houses the administrative and academic side of the building. The program is then laid out vertically from private to public, the intention is to force people to the highest level. Then as they circulate down, they experience the illusion the building casts. To be able to make use of the views of the site, the building is elevated from the ground level, this ofers the public program unrestricted views of city scape. Neighboring Buildings

Neighboring Buildings

Public

Private

Public

Private Public

Private

Public Objective

Subjective

Objective

Subjective

Objective

Subjective

Building Diagram Program

Floor Plates

Vertical Circulation

Vertical Structure

Skin Primary Structure

Skin Secondary Structure

Passive System

Service Core Outdoor Lobby Kitchen Cafe Oice Space Classrooms Library Screening B.B. Theater Exhibition

Skin & Bridges

Floor Plans 6TH Floor plan Black Box Theater/ Cafe

3RD Floor plan Screening Room/ Oﬃce

Ground Floor Plan

F F

4 2 2 E

1 4 C

Interior Experience

1-Screening Room 2-Oﬃce Space 3-Library 4-Electrical 5-Bathrooms

1-Black Box Theater 2-Cafe 3-Outdoor Space 4-Indoor Seating 5-Electrical

Street View

Elevation View

Black Box View

Inverted Glacier Studio 4B Study Abroad

View looking at the Philharmonie

Woodbury University Instructor Berenika Boberska Eric Olsen Gerard Smulevich

The original philharmonie project called for a small visiting musicianâ&#x20AC;&#x2122;s residence within close proximity of the main building. The project focus on the stitching between the urban fabric of Berlin and adjacent buildings program to the site. The project sits between two historical architecture buildings

View from the Neue Nationalgalaerie

Hans Scharoun Berlin Philarmonie, and Mies Van-De-Rohe the Neue Nationalgalaerie in the kulturforum. Keeping a visual connection between the two building is crucial. Berlin is a city with wet feet, water pocket can be found a few feet underground, in the future Berlin will have an abundance of water. The idea behind the design is to resurrect the dormant glacier lying underground, and bring it back to the surface in a new form. The resurrected glacier will take the forum of pink water pipes than run throughout the city. The pipes will create a grid that connects Scharoun and Mies together , but in the same time doesnâ&#x20AC;&#x2122;t block the visual connection. The

program is inserted in the spaces between the grid.

Concept

Before the ice age speciically the Vistulian glacier 25,000 years ago, the landscape of Berlin was not lat. The sheer weight of the glacier compressed and eroded the ground layers, turning the landscape lat. As the glacier melted the water seeped in the underground layers. During the war buildings were damaged and almost destroyed. The rubble from those buildings turned into rubble mounds that resurrected the original landscape of Berlin. During rebuilding and reconstruction, water pipes get used to move the water from the ground and transfer it in the rivers and canals. This is also seen as the resurrection of the glacier. The cycle of the landscape and glacier losing their form (state) and represented into a new form. In the case of Berlin where the landscape was eroded and compressed by the Vistulian glacier, it was resurrected through the rubble mounds and city scape. In the case of glacier that melted and became part of the ground layers, it is now represented through the water pipes that runs through out the city from construction sites to the nearest river or canal.

Hand Sketches Through out the study abroad trip, a journal was kept to document the visited buildings, and general information about the city of Netherlands and Berlin. These information was sketched out and became in itâ&#x20AC;&#x2122;s own way part of the design process of the project. These sketches represents my own interest, interpolation, and understanding of the buildings and the cityâ&#x20AC;&#x2122;s urban condition.

Kulturforum Section (Night)

City Section 14

Orchestrated Manoeuvres Mini-Studio 2014

Robot Arm

Woodbury University Instructor Jason King Biayna Bogosian Partner

Robbie Mehring

Servo C

Servo D

Platform for: Arduino Uno Breadboard Battery pack

The integration of robotics in the architectural process has been at the center stage in the past few years. This project contemplate the use of robotics arms in the modeling process. This project focuses on the translation of study models from the digital realm into the physical realm with the use of an integrated grasshopper deinition. The deinition allows the translation of surfaces into an equa-

Axis 1

tion of XYZ that a robotics arm can physically recreate and produce.

Axis 2 Servo A

Servo B Servo B1

Axis 3 Axis 4

Modeling Process

Step 1- Pull out fabric frame and prepare the machine.

The process starts by creating a digital model, from there the grasshopper deinition breaks down the digital model surface to points. By analyzing the points of the surface and inding highest and lowest control points. The deinition communicate with the lower robot arm to pull and push control points on a physical fabric surface. Ater the desired surface is reached the top robot arm would then lay a layer of plaster that hardens the fabric in minutes.

Step 2- Clip fabric to the frame using Alligator clips.

Step 3- Wait for point analyzation from the digital model.

Step 4- Physical response from the digital model.

Step 5- Physical surface ready.

Grasshopper Deinition

Surface Input analysis

Model Pictures

Modularity Luminescent Studio 4A

Primitive Evolution PLANS + ELEVATIONS

Woodbury University Instructor Ewan Branda Narineh Mirzaeian Partner

PLAN A

ELEVATION A

PLAN B

ELEVATION B

RULE - SETS DEFINE PRIMITIVE

Gevork Aelian

DISECTION STAGE

CUT AND RE - SADDLE SURFACE SCALED ADDITION

PRIMITIVES DEFINE SPACIAL CONDITIONS

BRIDGING VOLUMES

STRUCTURE

Zumbtobel lightning, is a company focused on creating radiant and luminescent lighting concepts and intriguing spaces. Located in Downtown LA, among the massive, monolithic buildings, this project focuses on dissolving the

l Ave

E 1st S T.

S. Centra

repetition of the modules lends itself to various scalar shits which then create four distinct public spaces: an open space, canopy space, pin - up space, and the show room. The scalar shits not

Roof Plan

Alameda St.

Therefore, order to achieve corporate transparency, both zones must coexist in the same space. The formal breakdown of the building is through a modular system which is repeated to ill the given square footage to create a monolith. The systematic

LIGHT WELL, ENTRY

Site Plan

monolith “massing” with an aggregated system “module”. The aim is to use the a lexible aggregate that would completely take over the monolith and with distinctive zones it will create open spaces. This led to the idea of a monolith within a monolith. The building consists of two zones, a kinetic sculpture garden and private oﬃces.

only create opportunities for each space to be unique, but it also gives each of the aggregates a diﬀerent treatment of light. Using a penalized system from repetitive modules, the panels between natural and artiicial lighting throughout the day. Eventually, the modulation would lend itself to create an atmosphere of constant natural lighting.

CONNECTING VOLUMESVOLUME + STRUCTURE

ENCLOSURES

Physical Model

1st Floor Plan

2nd Floor Plan

1st Street Section

Central Ave Section

Renders

The building geometry is based of ruler surfaces that creates a grid. The geometry and curvature of the building pushes water to the outside of the building. Drainage channels then collect the water and bring it from the roof to the underground and connect it to the main drainage pipes underground.

Drainage System

Section Model

E AG

AIN

Program + Circulation

East Elevation

PIP

Exploded Axon Structure system: the building geometry is based of ruler surfaces that creates a grid. The grid of the surface becomes its structure. The grid makes the structure more rigid, and resist lateral loads, and since the lines of the grid are straight lines they transfer the loads from the top to the ground. Other systems can now connect to the structure, like skin system, and mechanical, and electrical systems. Operable Panels

Panels

Lighting system: since this is a lighting company, lighting plays a big role. The showroom is used to test and exhibit work from the company and it is open to the public. The lighting system uses the seams of the surfaces to blur the boundaries between the surfaces, that way the interior space will look as if it was a continuous undulating Surface.

Panel system: the building is a steel building and the panel system responds to the structure and the geometry. The panel connect to the structure. There is two types of panel, depending on the curvature of the geometry the panels are either square panels, for the not so steep curvature, or a triangulated panels for the steep curvature. Embedded in the panels ixed windows for natural light, mechanical windows for natural ventilation. Panel system in the public zone are thermal metal than peal up to create natural ventilation when the space gets too hot.

Structural System

Passive system: the glass panels allow natural light to penetrate the space, making the building more sustainable. The glass panels are all at diferent angles to diminish the amount of the unwanted direct sunlight, and maximizes indirect sunlight. The thermal metal panel act as a passive system when they peal to create natural ventilation by letting hot air out of the building and cooling the air below.

Passive System

Active System

Active system: air condition pushes cold air inside the building, while the radiant loor stabilizes the temperature inside the space. Mechanical windows are used to create natural ventilation when desired, and to control the amount of sunlight that penetrates the building. Panels open at diferent angles to control the amount of direct or indirect sunlight wanted. Lighting system is used to compensate for natural lighting when needed. It is also used to light up the space at night, and create the atmosphere at night.

North Elevation

Site Typology

Mountain Path Studio 3A

WESTSHIRE DR.

Woodbury University Instructor Berenika Boberska

BEACHWOOD DR.

BEA CHW

OOD

Cape cod

DR.

BELDEN DR.

Spanish colonial Storybook Dingbat Gable front American colonial American cratsman Californian bungalow

The objective of this project is to create a housing dwelling where the tenants get to experience the mountains in the comfort of their homes. The mountain manifest itself in the dwellings in two ways, one is physical where the irst loor of each unit follows the topography of the site to get the experience of hiking or walking on the mountain. The dwelling units will not be separated by walls but completely open. The second way is through camera obscura located in the bathroom of each unit. The camera obscura is an optical device that projects an image of its surroundings on a screen. It is used in drawing and for entertainment, and was one of the inventions that led to photography. The device consists of a box or room with a hole in one side. Light from an external scene passes through the hole and strikes a surface inside where it is reproduced,

Shoebox Modern Courtyard

Spanish colonial:

Ranch: The ranch house is noted for its long, close-to-the-ground rofile, and minimal use of exterior and interior decoration. The houses fuse modernist ideas and styles with notions of the american western period working ranches to create a very informal and casual living style. Their popularity waned in the late 20th century as neo-eclectic house styles, a return to using historical and traditional decoration.

upside-down, but with color and perspective preserved. The image can be projected onto paper, and can then be traced to produce a highly accurate representation. Camera obscura will project the reversed image of the mountains on the walls of

Cape cod: A cape cod cottage is a style of house originating in new england in the 17th century. It is traditionally characterized by a low, broad frame building, generally a story and a half high, with a steep, pitched roof with end gables, a large central chimney and very little ornamentation. Traditional cape cod houses were very simple: symmetrically designed with a central front door surrounded by two multi-paned windows on each side. Homes were designed to withstand the stormy, stark weather of the massachusetts coast. Modern cape cod architecture still draws from colonial designs.

The spanish colonial revival style was a united states architectural stylistic movement that came about in the early 20th century, starting in california and florida as a regional expression related to history, environment, and nostalgia. The spanish colonial revival style was also influenced by the opening of the panama canal and the overwhelming success of the novel ramona set in alta california. Based on the spanish colonial architecture from the spanish colonization of the americas, the spanish colonial revival style updated these forms and detailing for a new century and culture.

Dingbat: A dingbat is a type of formulaic apartment building that flourished in the sun belt region of the united states in the 1950s and 1960s, a vernacular variation of shoebox style "stucco boxes". Dingbats are boxy, two- or three-story apartment houses with overhangs sheltering street-front parking. The elevation view of a dingbat is "half parking structure, half dumb box.".

Storybook: A storybook house refers to an architectural style popularized in the 1920s in england and america. The storybook style is a nod toward hollywood design technically called provincial revivalism and more commonly called fairy tale or hansel and gretel.

the bathroom and bedroom.

Site Demographic

Gender

Employment FEMALE

Marital Status

BLUE COLLAR

PA RA TE

MARRIED

WID OWE

WHITE COLLAR

NEVER MARRIED

DIVORCED

MALE

Children

Education HO

HIG HS

HI CH

ITH W DS N OL RE EH LD US HI HO C

COLLEGE

Households NON-FAMILY HOUSEHOLDS

E AT CI E SO RE AS DEG

GRADUATE DEGREE

HOUSEHOLDS WITHOUT CHILDREN

BACHELORS DEGREE FAMILY HOUSEHOLDS

GLE NO

Ranch

GRACIOSA DR.

WINANS DR.

CHEREMOYA AVE.

ST. EEN GR N GLE

GRACIOSA DR.

GLEN TOWER ST .

ST. LY OL

WINANS DR.

N GOWER ST.

BEACHWOOD DR.

GLEN HOLLY ST.

GLE NH

BEACHWOOD DR. T. SS AK

Gablefront: A gablefront house, also known as a gable front house or front gable house, is a vernacular (or "folk") house type in which the gable is facing the street or entrance side of the house. They were built in large numbers throughout the united states primarily between the early 19th century and 1920. A gablefront cottage is a smaller variant, consisting of either a single story or a story-and-a-half. They were typically used as working-class dwellings, most being rather simple in design

Modern: Modern architecture is generally characterized by simplification of form and creation of ornament from the structure and theme of the building. It is a term applied to an overarching movement, with its exact definition and scope varying widely. In a broader sense, modern architecture began at the turn of the 20th century with efforts to reconcile the principles underlying architectural design with rapid technological advancement and the modernization of society. It would take the form of numerous movements, schools of design, and architectural styles, some in tension with one another, and often equally defying such classification.

American craftsman: The american craftsman style, or the american arts and crafts movement, is an american domestic architectural, interior design, landscape design, applied arts, and decorative arts style and lifestyle philosophy that began in the last years of the 19th century. As a comprehensive design and art American colonial: movement it remained popular into American colonial architecture the 1930s. However, in decorative includes several building design arts and architectural design it has styles associated with the colonial continued with numerous revivals period of the united states, and restoration projects through including ﬁrst period english present times. (late-medieval), french colonial, spanish colonial, dutch colonial, german colonial and georgian colonial. These styles are associated with the houses, churches and government buildings of the period between about 1600 through the 19th century.

Courtyard:

Californian bungalow : California bungalows, known as californian bungalows in australia and are commonly called simply bungalows in america, are a form of residential structure that were widely popular across america and, to some extent, the world around the years 1910 to 1939.

Shoebox: In architecture, shoebox style refers to the functionalist style of modern architecture characterised by predominantly rectilinear, orthogonal shapes, with regular horizontal rows of windows or glass walls. Along the same analogy, it refers to undistinguished styles of apartment houses, such as dingbat apartments. The puritan and repetitive shoebox style is seen as a way to low-cost construction.

A courtyard house is a type of house — often a large house — where the main part of the building is disposed around a central courtyard. The main rooms of a courtyard houses often open onto the courtyard, and the exterior walls may be windowless and/or semi-fortiﬁed and/or surrounded by a moat. Courtyard houses of this type occupy an intermediate position between a castle or fortress, where defence is the primary design consideration, and more modern plans in which defence is not a consideration at all. In england the courtyard house was a popular design for large houses in the sixteenth century, after noblemen has stopped building themselves castles, but before thoughts of defence were altogether forgotten in the planning of country houses.

Program Diagrams To break the ield a vision between public domestic space, and private domestic space without separation wall a rule was set that the angel between “public” program and public will be less than 90 degree and same goes for private to private program. The

Entrance

angel between private and public must exceed 90 degree to break the ield of vision and create moments of privacy.

Bedroom Bathroom

Kitchen Living Room

Ground Floor Plan

1st Floor Plan

Tenants will be able to walk all the way through their units and leave from the other side through a small path behind the units.

Tenants will be able to walk all the way through their units and leave from the other side through a small path behind the units. The thin units interlock among each other to create corners where program can occupies .

Views:

LACK HOLLYWOOD RESERVOIR

The bathroom is oriented toward some of the landmarks around our site. The bathroom act as a camera obscura, blurring the boundaries Between public and private. While in the bathroom a Person can turn of the light and the projection of the Landmarks will be projected at the wall of their bathroom.

LACK HOLLYWOOD RESERVOIR HOLLYWOOD SIGN

HOLLYWOOD SIGN

GRIFFITH PARK

HOLLYWOOD BOWL

HOLLYWOOD MUSEUM

HOLLYWOOD WAS MUSEUM

HOLLYWOOD SIGN

HOLLYWOOD WAS MUSEUM

LAKE HOLLYWOOD RESERVOIR

BEACHWOOD DR.

2nd Floor Plan GRIFFITH OBSER HOLLYWOOD BOWL

HOLLYWOOD MUSEUM

HOLLYWOOD WAX MUSEUM

The tenants will be able to access their Own exterior space. From the exterior space the tenants can then access their bedroom/bathroom. Camera obscura is located at the end of the bathroom

BEACHWOOD DR.

Hydr-o-City Studio 3A

Manifesto

Woodbury University Instructor Berenika Boberska

through a horizontal lat common path that passes through all the unitsâ&#x20AC;&#x2122; roofs. Water incor-

The community appears divided through the lack of party walls between the dwellings, but is joined

porated into the project will give A uniqueness to each project. A deployable water collection system will be set on the roof to collect water outside the air right of dwellings. The collected water then stored with the architecture of the house.

Study models

This project focused on the subdivision of a shared lots between a group of student. Subdivided lots must have to share a certain amenities and easements as determined by the lot-group and the small lot ordinance. A particular attitude about a selected site through a process of

Inspiration for water collection system.

collaboration, observation, analysis, design and representation. This project begins with the analysis and subdivision of a large lot site and the

articulation of a shared set of design guidelines that will govern the development of each subdivided unit, and the lot as a whole. Lotgroups are expected to author a set of CC&Rs that will guide the shared development of each lot. A decision was made to focus the architecture towards water related issues, and means of water collection. CC&Rs provide the architect with an opportunity to consider modes of inhabitation for developments that liberate conventional design strategies from standardized templates and foster experimental models of living that consider

sustainability through economic, social, and environmental means, encouraging both diversity and conformity.

Site

CC&Rs

A shared preselected lot in Los Angeles located at 3843 Evans St. Los Feliz. Due to the topography of the site the dwellings varied in height.

A portion of the third loor program must be dedicated to a communal space. The a part of the third loor will be shared among the tenements, creating a gathering space or a garden that will be accessible to everyone.

A perfectly horizontal easement must join the communal spaces of all tenements. The easement will become a datum line along the division of the units, unifying the otherwise separate spaces along a traversable pathway.

ELEVATION

My intention was to create an experience out of the water collection system. By creating an elongated collection system, people will be able to enjoy their time outside when its raining . Water collected then goes through the pipes. The pipes create a separation wall between the mezzanine loors.

Legend 1-Garage 2-Living room 3-Kitchen 4-Dining room 5-Bedroom 6-Bathroom 7-Oice 8-Water collection systems

3 5

First Floor Plan

Without letting any water be discharged into the sewers, water collection systems must expand 50% outside the perimeter of an individual lot and is deployable. Varying deployable roof structures will expand past the air right of each dwelling, helping collect more water.

SecondFloor Plan

50% Of interior space must open to exterior spaces. The walls within units will be retractable allowing for free access to the outdoor spaces using sliding and/or folding methods.

Third Floor Plan

75%Of the collected water must be visibly contained within the architecture. Water storage system will be expressed through architecture. Walls, stairs, and loors will work as a iltration system and will be visible to the tenements inside or outside the unit.

EXPANDED

Closed

Opened RETRACTABLE WALLS

Final Model

Long Section

Final model among the Lot-group

Short Section

Journalism School Studio 20B

Site evolution

Pasadena City College Instructor Coleman Griith Group Project

This research project investigate the unique relationship between old and new media and how they work to deliver news to the public. The research investigates diﬀerent forms of media that exist on the site located on the heart of Los Angeles where the 405 fwy meets Wilshire Blvd across from the federal building. Researching past protest

Wilshire blvd.

First building began to appear

1920’S Wilshire blvd. had just been extended from eastern Los Angeles to the west coast. Residential areas with very few houses where seen throughout the boulevard.

and demonstration around the federal building and their formation process. Part of the 20B class to mentor 20A and 10B students on how to research and Diagram Information regarding the site and how diferent aspects of the site would efect the media and the public demonstrations.

Building heights

Self Contribution 350

I was responsible for drawing the site plan,

researching and diagramming transportation on the site, the igure ground, and the shadow diagram. As well as mentoring the 20A and 10B students.

Figure ground Identifying areas of high and low density using a igure ground. Low density areas are under the federal government protection.

300 250 200 150 100 50 0 ft

SECTION LINBROOK

Present day

1964 The interstate 405 was developed and has became a major north-south highway in southern California. This highway has a prominent connection to west wood, and the federal building.

1969 The federal building was built across from the veteran cemetery. It contains 19 loor levels, and controls the social security administration, the VA, most of the various veterans organizations, and the I.R.S..

Present Today protest are being held in front of the federal building, in hope that their voice and opinion be heard by the entire nation, and then globally.

Total count of check-ins

Tweet locations last 2 weeks

Google images

<50 Followers <100 Followers T <500 Followers T <1,000 Followers

<100 Facebook check-ins <500 Facebook check-ins

>1000 Facebook check-ins

<1000 Facebook check-ins

V V V V V V V V

Rally Entertainment Comedy People Education Music Nonproit Other

>1,000 Viewers

Federal oice building is built across the veterans cemetery.

<50 Viewers <100 Viewers <500 Viewers <1,00 Viewers

Interstate 405 crosses over Wilshire blvd.

T >1,000 Followers

Social media occurrences on the site T V

V VV V V V VV V V V V V V T V V V VV V V V

V V V V

V V

T T

V V

VV V

T T T

T TT

V V

T TVVV VT

VF V

V T

F V T

T F

City view

VT T

Street

T V

T V T

T T

V V

VV V

T V

V V

T V T V

T T

T TT

V V

T T

V V V V V

VV VV V

F V

V V V

V VT

T T

V V

T V

FEDERAL BLDG

T V VV V

V V

V T

V V

Building

T T

V T

TVV V

T T

T V

Protest

TTV

T T

VT T

Google Images

T V

F T T T TT T T T T

F T

T T

V V

VV VV

V V

Sports

V V

V V V V V

People

VV T

V V

T VV

Memorial

T V V V

Focusing on the use of social media around the site by doing so we can highlight areas of importance according to viewers.

V V

V F T

Wilshire blvd. V

405 Fwy. T

Corridor diagram 33.829

52,041

84,343 $ 69,205 47 schools 2 police PD Jurisdiction

33,343 $ 112,205 26 schools PD 2 police Jurisdiction

23 schools 1 police Juristicion 35%rent 64% own

48% rent 52% own

70% rent 30% own

128,654

$ 96,312

$ 68,716

$ 30,277 43 schools 3 police PD Juristicion

33 schools PD

1 police Juristicion 57% rent 43% own

93% rent 7% own

12,654

$ 85,277 33 schools PD 2 police Juristicion

117,759

$ 27,432 57 schools PD 3 police Juristicion

53% rent 48% own

209.829

$ 15,312 71 schools PD 4 police Juristicion

95% rent 5% own

BEVERLY HILLS

93% rent 7% own

MID-WILSHIRE BRENTWOOD

WESTWOOD

SAWTELLE

WEST MIDWILSHIRE 47,167 $ 58,346 39 schools 2 police PD Jurisdictions

48,343 $ 95,135 17 schools 1 police PD Jurisdiction

SANTA MONICA 38,700 $ 57,710 31 schools 2 police PD Jurisdiction

PACIFIC OCEAN

CENTURY CITY

78% rent 22% own

40% rent 60% own

HANCOCK PARK WESTLAKE MID-CITY

LOS ANGELES 71,265

$ 47,406 25 schools 1police PD Juristicion 31% rent 69% own

80% rent 20% own

KOREAN TOWN 124,281

$ 30,558 53 schools 3 police PD Juristicion

CITIES

93% rent 7% own

LAND ZONING Commercial Residential

CONSULATES/EMBASSIES

GREENS PACE

RELIGIOUS SITES Churches Synagogues/temples PD

PD PD

PD PD PD

EMERGENCY SERVICES PD

Hospitals P Police Fire dept.

COMMUNICATIONS Cell phone stores Dead zones

Transportation on the site Monday - Friday Bus stops here on weekdays from Bus stops here on weekdays only from 7 am - 10 pm 10 pm - 7 am and on weekends 6am - 12am

Weekends and holiday Big blue bus santa monica Wilshire and bonsall station

Big blue bus santa monica Wilshire and bonsall station

23 24 1 2 22

23 24 1 2 21 20 19

4 5 6 7 8

18 17 16

4 5 6 7 8

18 17 16

9 15

22 3

21 20 19

9 15

10 14 13 12 11

Big blue bus line Began 1928 18 routes Fleet 240 Daily ridership 56,283 (about 20,543,295 annually)

Culver city bus

23 24 1 2

22 3

22 21 20 19

5 6 7 8

18 17 16

4 5 6 7 8

18 17 16

9 15

21 20 19

9 15

10 14 13 12 11

Culver city bus line Began 1928 7 routes Fleet 52 25 sq miles covered Daily ridership about 16,438 (6,000,000 annually)

Purple line metro Western and wilshire stations

23 24 1 2

22 3

22 21 20 19

5 6 7 8

18 17 16

4 5 6 7 8

18 17 16

9 15

21 20 19

9 15

10 14 13 12 11

Purple subway line Began 1990 79 miles system length 5 lines Red and purple lines combined average weekday ridership 148,214 54,098,110 yearly) total metro ridership 308,678 daily (about 112,667,470 annually)

(about

Red and purple metro line station Wilshire/ vermont

23 24 1 2 23 24 1 2

22 3

22 21 20 19

5 6 7 8

18 17 16

4 5 6 7 8

18 17 16

9 15

21 20 19

10 14 13 12 11

Main streets (wilshire blvd/westood blvd ) La city 14,170,000 drivers 16,032,000 population 3.1 vehicles per household Around 80,000 vehicles pass through wilshire blvd

405 freeway La city 14,170,000 drivers 16,032,000 population 3.1 vehicles per household 288,000 vehicles a day

Master plan

23 24 1 2 22

MASTER PLAN

23 24 1 2

21 20 19

22 4

4 5 6 7 8

18 17 16

9 15

21 20 19

5 6 7 8

18 17 16 10

9 15

14 13 12 11

Master plan 405 freeway Main streets (wilshire blvd/westood blvd ) Purple subway line Culver city bus line Big blue bus line

10 14 13 12 11

Each slot equals one bus Number of buses per hour 1

Hour of day

Rally / March density sequence

Crowds begin to gather in the early hours of June 15 2009, to protest against the Iranian elections. Police keep the crowds safe from any traic accidents and prepare for growth.

Group of 25 Police activity

As the crowds of protesters double so does the police activity. The cops begin iltering the crowds, and keep a controlled environment to prevent violent crimes.

Protesters from Los Angeles are gathered in front of the federal building, to make their opinions heard from Los Angeles to Iran and soon to all countries. Police begin to shit and call for back up as these crowds begin to expand.

Group of 1000

Group of 100 Police activity

12PM:12PM

Police activity

2Pm:4pm

4Pm:6pm

As night draws near the police force out all protesters to evacuate the premises.

Group of 50 Police activity

4Pm:8pm

Radio golden Age

1945

1950

1933 First fm radio

1955

1954 Sony invents Radio transistor

1950 Television era

TELEVISION

1965

re m e

19 73

19 78

su p

d ra

1970

1975

1980

1985

1990

1965 8 track

1960 Colored tv

1995

2000

2005

is ev el t ll

2010

2001 Satellite radio

1970 Portable tv 1980 Computer era

INTERNET

to gs in d at talle r l ta ins en p ar chi p tv 0 v 97 0 19 20

fc c“ se ve n

co ur t

ow n tv

os cr tv / io

le tip m ul

70 19

19 64 1960

all

ho ve d ss lvi pe vis

46 19

wn so

ow sc om

n re e sc 1940

v lt

1935

ad lr

19 56

ish ed fc ce st ab l

RADIO

l 41 19

19 30 1930

k or tw ne

off

h rs ne

m un f’s ity ” 19 re 85 gu m lat 19 u 87 si io c n fa ra 19 irn tin 90 es gs ho s do wa c rd trin e st el er 19 im n 9 in co 19 6 f 96 aic nt ate in te fa uo d le m us co ili ly m es fin m ag 20 un a ed 0 i i n c 2 20 e at st io in 2003 fa n s ater 04 cip wo ct net “n a e rld ce ip nf in pl or te ns es ce rn or ”b a e sh t 20 ip y t ll s ce 10 he ch ns am nu ool ors az m s hi on be to p rs re rev re gu ie m ov lat w es e co wi kil m pu ea te ks rs fro m its se rv er s

Media censorship time-line

Super vhs 1982 Macs Computer

1990 CommerCialized Internet

2009 Digital tv 3d Television 2000 High 1999 Y2k Speed Internet

2005 Wifi

2006 Social Media era

Local and international occurrences in relation to the site

Range of levels of chaos

2011 Egyptian revolution

Size of protests Government

2009 Iranian president election victory

People

2008 Project chanology

Religious Social Political

2006 Lebanon war

Small 0 - 500 Medium 500 - 5,000 Large 5,000- 100,000

2003 Iraq war protests 1999 Nato bombs yugoslavia 1993 Gay protests 1980 Summer olympic games 1970 Nixon orders u.S. Troops to invade cambodia 1969 Moratorium to end Vietnam war

Gothenberg

Vancouver Chicago San francisco Los angeles San diego

Moscow

London Oxford Berlin Vienna Paris

Boston Toronto New york Washington

Rome

Nashville Houston Cairo

Orlando

Melbourne

ile

0.7

6.0

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.25

-0 in

-0

in 0m 1.5

ve ea

ning

Man

e y av Selb

lm ho

st We

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st We

Mid

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.50

5 0.7

4.5

Warn er

Thayer

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0 1.0

Gle

Glen

5 0.2

Travel time by car Travel time by car in rush hour Travel time by bus Travel time by walking Mile markers

.00

se 40

ile

0.2

c 0 se

mil

- 0.

in 2

ile

-1

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.75

0.5

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Legend

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Travel time diagram

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Blur Studio 20B Pasadena City College Instructor Coleman Griith

Inspiration for water collection system. Data mining is the process of extracting data (Information) from the users to sell to advertisement Companies that uses diferent medias to get back to the User. “Due to ever-expanding communications network and the immeasurable web of interrelationships they generate, the worlds has shed the anachronism ‘global village’ and is transforming into the more advanced state of the ‘Metacity’. How to study his metacity? Initially, one can describe its vastness and explore its contents perhaps only by numbers or data. Its web of possibilities seems so complex that statistical techniques

seem the only way to grasp its processes.” Winy maas metacity/data town

Site Plan

Investigation of the unique relationship between the government, news media, and the public and how social network is efecting this relationship. This project was inspired by the events that was happening in the Middle East at the same time, and the public ability to stand against the government. This was critical to our site since it

has been an evolving area of protest in the heart of Los Angeles. Using the research project as a tool to design a building which houses a journalism school, a working new media, and a drop box components for critical information. The design concept revolved on reversing the panopticon and giving the public the power to keep an eye on the governments actions. The site is located next to an evolving area of protest and authenticity. The site is in heart of Los Angeles where the 405 fwy meets Wilshire blvd. across from the federal

1st Floor plan MECHANICAL

building which houses the FBI and other government organizations. Our building site is where the new Marches and protests will pass by located at Gayley’s Ave and Linbrook dr.

Concept Identity Blur

LECTURE HALL

Zoning

Site planning

Nowadays, extracted data deine a person’s identity, while before these data were private information but in today’s time the advanced technology blur the boarders between private and public since these data is exposed to the public.

75’ MAX 20’ MIN 5’ MIN

Zoning: Lot number: Plot: Sq: Far: Height: Overall sq:

c4-2d-o 5+6 4363023030 13019.753 6:1 75’ minimum 78118.518

Government Regional center Community commercial Residential medium Residential high Public facilities

ter Interac mpu tio pn Co

Media’s in tera cti o

On lin ei

n tio ac r e nt

governmen The t

The man

00871175

Extracted data warehouse

Data pushed & pulled from disparate source systems (data being compared)

G o v e r n m en t

Identity deformation

Computer

You

Television

Radio

Masses

Virtual You

Reject data Rejected Data cleansing

Bad data

Dimension table

Age Income Credit card

Fact table

Coast of an item Region

Data staging Data pushed & pulled from disparate source systems (data being compared)

The core wraps outside the building to create an entrance ( lips ) to the building. The lips creates a transition between the existing grid and the new grid to the site. I also decided to create a landscaped loor to create a hierarchy between important programs in the building, and its visible from outside. The landscape loor creates a directionality to the building’s entrance from Linbrook’s side.

Circulation / Core

Gender Email Search history Item description

Program

School

Transportation

Core/drop box

Media

Circulation

Wikileaks component

Circulation

Program Baskin robbins Buffalo exchange Headline dinner & press club Westwood wesstand Iso fusion coffe For tuna Native food

Noahs bagels Ucla extension linbrook center

Purple subway line

20 B site

Culver city bus line

Curb circulation

Big blue bus line

Permeability idea

Subway sandwiches Nature way Parking Sam sai japanese Grill Starbucks

20 B site

Street circulation

3rd Floor plan

5th Floor plan MECHANICAL

SERVER STORAGE

WIKILEAKS FILTER PRIVATE MEETING ROOM

2nd Floor plan

STUDIO

4th Floor plan MECHANICAL TECH. LAP

Long Section

PRIVATE MEETING ROOM

STUDIO

Interior render looking at the Federal building

SHORT SECTION

Short Section

Ini nite Mountain Studio 12B Pasadena City College Instructor Kelly Bair

Numeric system:Line1 (0,1,0,0,-1,0,1) Line3 (2,1,2,3,2,1,2) Line5 (5,4,4,3,4,5,4) Line7 (6,6,7,6,6,5,6)

Line2 (0,1,2,1,0,1,1) Line4 (3,3,2,3,4,3,2) Line6 (5,6,5,5,4,5,6)

7 6 5 4 3 2 1 0

The investigation of the concept of Nurbs modeling and the construction on reinement of self-similar curve geometries as well as output techniques, preparations for laser cutting and model building. This investigation focused on the basic command of Nurbs curvature using control points to construct said curves. A set of curves is used to create

a surface, which in turn is used to create an object/artifact.

Step2:- The curves set lay lat on the grid.

-1

Step1:Curves construction. Manipulate the Cvâ&#x20AC;&#x2122;s along the X and Y axis to create a series of 7 curves. A controlled numeric system is used to create the pattern above.

Step3:- Rotate the curves 90 degrees along the Z-axis.

Control points Lines

Step3:- Rotate each curve 90 degrees along the Y-axis.

Z Y Y

An exterior render of the cube ater being contoured

Step4:- Loting the curves to begin the cube construction.

Step6:- Copying 6 out of the 7 curves and rotate them 270 degrees along the X-axis to create the second surface.

Step7:- Repeating step 6 to complete and enclose the cube.

Interior Render

Clovis Community Medical Center Professional Work from HMC Architects.

The CCMC Phase C Expansion consists of a new 5-story bed tower with a 148 bed capacity, which compliments the two existing towers. Along with the new patient tower on the campus, a new OR Suite/

ED addition, Kitchen and Dining expansion, and Material Management/Loading dock renovation are planned. The new tower will pair with the existing tower to create a protected outdoor healing garden space for patient, public, and staf use.

The Phase C Expansion is an exciting step in completion of the long term CCMC Master Plan principles. Designed with a revolutionary approach to patient care, innovative and cost- efective construction solutions, and equipped with high-tech-hightouch technology, CCMCâ&#x20AC;&#x2122;s design meets the needs of todayâ&#x20AC;&#x2122;s more demanding customers. Located at 2755 Herndon Avenue, in Clovis, CA, the new Tower, OR/ED Expansion, and service space renovations comprise over 190, 570 SF. They are to be inserted within the campus fabric on the 137 acre site, connecting to the community by a ring road, connecting to Temperance Avenue, Herndon Avenue, and Highway 168. The expansion will allow CCMC to extend its reach into the community by improving service quality and capacity. This will be a positive impact on the entire Clovis Community surroundings. The Phase C Expansion will prepare the way for future phases on the campus, including a fourth tower and additional infrastructure improvements. The design also creates and preserves strategic outdoor areas surrounding the facility for landscape, pedestrian outdoor access for multiple events, daylighting, parking surface and healing natural views within the overall campus. Exterior design of the new Tower will take cues from the existing campus buildings, ensuring cohesiveness of the campus and maximizing eiciency.

10 7

Legend

1 Main Entrance 1

2 Loading Dock and Receiving

5 6

3 Cafe 5

4 Emergency Dept. Walk-in Entrance 5 Emergency Dept. Drop-of

9 11

6 Emergency Dept. Exterior Waiting Area 7 Exterior Dining Area 8 Acessible Parking 9 Surface Parking 10 Parking Structure 11 Heliport

Exploded Axon First Floor

73,088 SF Expansion Departments Medical Surgical Kitchen, Cafe, & Dining Material and Waste Management Emergency Department Waiting Emergency Department Expansion

Second Floor

38,805 SF Expansion Departments Intensive Care Unit Telemetry Operating Rooms Pre/Post Operation Areas

Third Floor

26,225 SF Expansion Departments Medical Surgical

Fourth Floor

26,225 SF Expansion Departments Medical Surgical

Fith Floor

26,225 SF Expansion Departments Medical Surgical

Flow Diagram Patient Medical Staf Family & Visitors Support & Staf

10 Â°

During the schematic phase, an intensive analysis of program was conducted and CCMC patient and operational needs were identiied. One-on-one workshops with the Departmental Users provided for a cohesive design approach that its both CCMC long term vision and operational needs.

N KEYPLAN

Exterior Elevations 1 EIFS Exterior Wall Channel adhesive attached eps PB adhesive Liquid moisture barrier 5/8” Fire-rated type “x” water-resistant wallboard (1 layer for 1 HR rated walls, 2 layers for 2 HR rated walls) Galvanized structural steel stud framing R-19 unfaced iberglass batt insulation 5/8” Fire-rated type “x” wallboard

4 GLASS CURTAIN WALL SYSTEM Glazed aluminum Pre-fabricated Field assembled pressure wall (2 1/2” x 7 1/2”)

2 MECHANICAL SCREEN WALL Direct Applied Exterior Finish System 5/8” Fire-rated type “x” wallboard Galvanized structural steel stud Metal panel (12” wide, lush embossed, formed metal, horizontal, concealed fastener) Tube steel backup and brace

5 MANUFACTURED M 5 ETAL PANEL EXTERIOR WALL Composite aluminum panel with return (4mm, wet sealed) 3/4” Galvanized hat channels 30# Asphalt felt 5/8” Fire-rated type “x” water-resistant wallboard Galvanized structural steel studs Unfaced iberglass batt insulation R-19 5/8” Fire-rated type “x” wallboard R-19 unfaced iberglass batt insulation 5/8” Fire-rated type “x” wallboard

3 FEATURE WALL Stone veneer Air/water barrier 5/8” Fire-rated type “x” water-resistant wallboard Galvanized structural steel stud framing 5/8” Fire-rated type “x” wallboard

New Patient Tower

3 // East Elevation

2 // North Elevation 5

1 // West Elevation

2 3 1

N KEY PLAN

Emergency Department Walk-in Entrance

Construction Documents

DRIFT JOINT

EIFS-1A

LEVEL 5 60'-0"

EL2

2 A474

TYP.

EL2

EIFS-2A BEYOND

INSUL-20

DRIFT JOINT

CJ 207

DRIFT JOINT

602

No.

DRIFT JOINT

702

LEVEL 2 15' - 0"

Designed:

13' - 0"

2'-6"

9'-0"

U.S. OF CEILING

9'-0"

U.S. OF CEILING

9'-0"

12'-6" 2'-6"

2'-6"

12'-6"

U.S. OF CEILING (GYP.)

9'-0"

2'-6" 9'-0"

9'-0"

U.S. OF CEILING

2'-6" 2'-6"

I160008-10-02 EL2 4 LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

LEVEL 1 0'-0"

MOW STRIP

INSUL-20

Project Title

CCMC PHASE C - EXPANSION 2755 Herndon Ave, Clovis, CA 93611

INCREMENT 2 NEW PATIENT TOWER - CORE AND SHELL

B 3 A471 MOW STRIP

VAPOR BARRIER

No.

LEVEL 1 0'-0"

1/8" = 1'-0"

Description

Date

EIFS WALL WITH RECESSED PANEL

TYPICAL EIFS WALL

A430

SCALE: 1/4" = 1'-0" REF: A221F.A

A430

SCALE: 1/4" = 1'-0" REF: A221F.A

Designed:

Project No.

*NOTE: CEILINGS AND INTERIOR WALLS PART OF INCREMENT 3 SUBMISSION

Drawn:

1422003000 Scale:

As indicated

HMC QAQC

Drawing No.

A430

RD Date:

08/01/16

OSHPD SUBMITTAL

PLEASE RECYCLE

603

GL-23T

CW-1

606

701

702

703

21/2" 2'-9 1/4"

GL-24

21/2"

21/2" 2'-9 1/4"

2'-9 1/4"

21/2" 2'-9 1/4"

2'-9 1/4"

21/2" 2'-9 1/4"

GL-24

GL-22T

21/2"

2'-9 1/4"

21/2"

31/4"

3/4"

21/2" 2'-4 7/8"

4 A495

GL-23T

CW-1

704

705

GL-23T

21/2" WT-7T

WT-7T

14'-5 1/2"

WINDOW OPENING

4'-0 3/4"

633. W. FIFTH STREET, THIRD FLOOR / LOS ANGELES, CA 90071 T 213 542 8300/ www.hmcarchitects.com

1 A495

9'-7"

2 A495

GL-22

14'-6 1/4"

GL-22

7'-1 1/2"

1 A495

GL-22

3/4"

21/2"

GL-24

5'-0"

21/2" 4'-2 3/4"

GL-22

4 A495

CW-1

14 A471

WINDOW OPENING 47'-7 1/8" 1/2"

21/2"

21/2" GL-22

GL-24

9'-10 1/4" TOP OF MULLION

21/2" GL-23T

2 A495

1 A495

GL-22

7'-1 1/2"

GL-22

GL-24

21/2"

1 A495

7'-4 1/2"

GL-22

13 A471

21/2" 2'-2 1/8" 21/2" 2'-2 1/8" 21/2" 2'-2 1/8"

4'-3 1/2"

1/2"

CURTAINWALL BUTT JOINT MULLION

WINDOW TYPES NOTES 1. GLASS TYPES

WT-7T

21/2"

605

GL-22

4 A495

CW-1

602

2'-2 1/8"

GL-24

33'-0 3/4"

CW-1

GL-22

CLEAR GLASS

GL-23

TRANSLUCENT GLASS

GL-24

SPANDREL GLASS

WT-7

WINDOW TREATMENT #7

3/4"

GL-23T

604

2 A495

GL-22

2'-1 1/4"

21/2" GL-23T

21/2"

GL-23T

3/4"

GL-23T

14 A471

2'-2 1/8"

GL-24

21/2"

CURTAINWALL BUTT JOINT MULLION

4 A495

GL-23T FINISH FLOOR

21/2"

2'-2 1/8"

GL-24

CURTAINWALL BUTT JOINT MULLION

4'-1"

21/2" 1 A495

GL-22

14'-5 1/2"

2 A495

GL-22

7'-2"

GL-22

WINDOW OPENING

GL-22

2'-1 1/4"

CURTAINWALL BUTT JOINT MULLION

3/4"

9'-11 1/2" TOP OF MULLION

21/2"

1/2"

WINDOW OPENING 7'-5 3/8"

14 A471

WINDOW OPENING 7'-5 3/8"

1/2"

WINDOW OPENING

GL-24

21/2"

2'-0 1/4"

GL-24

2'-1 3/4"

2'-0 1/4"

GL-24

21/2"

2'-0 1/4"

3/4"

21/2"

2'-0 1/4"

GL-24

14'-5 1/2"

21/2"

2'-0 1/4"

GL-24

21/2"

3/4"

21/2"

13 A471

WINDOW OPENING 11'-5 1/2" 21/2"

21/2"

4'-2 3/4"

GL-24

21/2"

GL-24

9'-11 1/2" TOP OF MULLION

GL-24

3/4"

14 A471

1/2"

GL-24

WINDOW OPENING

08 WINDOW OPENING 11'-5 1/2"

GL-24

9'-11 1/2" TOP OF MULLION

1/21"/2" 2'-0 1/4" 21/2" 2'-0 1/4" 21/2" 2'-0 1/4" 21/2" 2'-0 1/4" 21/2" 2'-0 1/4" 21/2" 2

2'-1 3/4"

PLEASE RECYCLE

WALL SECTIONS - PATIENT TOWER - EIFS Architect's Seal

2'-7 1/2"

EIFS WALL AT BAY WINDOW SCALE: 1/4" = 1'-0" REF: A221F.A

21/2"

3 A430

3/4"

CORNER SECTION SCALE: 1/4" = 1'-0" REF: A221F.A

A403

08/01/16 05

4 A430

Drawing No.

1422003000 Scale:

HMC QAQC

(2)4

3 A471

Project No.

GV Drawn:

LEVEL 1 0' - 0"

LEVEL 2 15'-0"

Drawing Title:

EXTERIOR ELEVATIONS - SECTOR F PATIENT TOWER Architect's Seal

ANGLED

Date:

Agency Approval

12 A470

EL2 (2)4

VAPOR BARRIER

3/4"

701

601

7'-6"

SCALE: 1/8" = 1'-0"

MOW STRIP

Consultant

EL2 8

Drawing Title:

A498

A403

C.A

C.B E

Consultant Seal

1' - 3 1/2"

EL2

OPCC

INSUL-20

0' - 11 3/4"

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

B.B

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

CW-2 SILL

VAPOR BARRIER

14'-7"

117

EIFS-2E TYP

WINDOW OPENING

DRIFT JOINT

MP-1 TYP

MOW STRIP

LEVEL 1 0'-0"

(2)4

INSUL-20

9 A470

PL1 6 A470

SIM

15 A470

EL2

CW-2 HEAD EIFS-2E BEYOND

1' - 8 1/4"

EXTERIOR ELEVATION - WEST

LEVEL 3 30'-0" 7 A470

(2)4

INSUL-20

1' - 0" 1' - 3 3/4"

LEVEL 2 15'-0"

VAPOR BARRIER

Date

DEFS-1

CEILING RECESS

1' - 8 1/4"

LIQUID APPLIED MEMBRANE

9'-11 1/2" TOP OF MULLION

2'-6"

Description

INSUL-20

B.A

A498

PL1

INSUL-20

LEVEL 3 30' - 0"

3'-0"

3'-0" RECESS

DEFS-1

1' - 3 3/4"

2755 Herndon Ave, Clovis, CA 93611

INCREMENT 2 NEW PATIENT TOWER - CORE AND SHELL

21/2"

DRIFT JOINT

15 A474 OH

CCMC PHASE C - EXPANSION 4 A498

EL2

Project Title

EXISITNG BUILDING

703

9'-0"

EIFS-2A

U.S. OF CEILING

MP-1 TYP

603

EIFS-2A

EL2

2'-7 1/2"

7'-6"

EIFS-2A

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

F.B

EL2 8

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

CW-2 SILL

2 A470

EL2

I160008-10-02

LEVEL 4 45' - 0"

MP-1 TYP EIFS-2A

EL2

U.S. OF CEILING

LEVEL 2 15'-0"

A498

307

DRIFT JOINT

2'-6"

DRIFT JOINT

7'-6"

9'-0"

C DRIFT JOINT

704

12'-6"

7'-6"

DRIFT JOINT

604

9'-0"

DRIFT JOINT

2'-6"

LEVEL 5 60' - 0"

EIFS-2A

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

2'-6"

15' - 0"

7'-6"

2'-6"

MP-1 TYP

407

4 A470

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

CW-2 HEAD EIFS-2A BEYOND

A498

DRIFT JOINT

CW-1

Agency Approval

705

605

507

EL2

4 3 2 1

F.A

LEVEL 3 30'-0"

DEFS-1

CEILING RECESS

INSUL-20

KEYPLAN

(2)4

EL2

3'-0"

15' - 0"

MP-1

EL2

3'-0" RECESS

DRIFT JOINT

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR EL2

7 A470

T/ SLAB 75' - 5"

EIFS-3: 7-1/2" THICK, EXPANDED POLYSTYRENE ATTACHED ON GYP SHTG-2 MP-1: 1-3/4" THICK STL-FURG-1 ATTACHED ON GYP SHTG-2

INSUL-20

10'-0"

LEVEL 3 30'-0"

Consultant

D DRIFT JOINT

DRIFT JOINT

EIFS-2E BEYOND

CW-2 SILL

1 A470

2'-6"

Consultant Seal 606

EIFS-1A

2'-6"

T/ SCREEN WALL 88' - 5" DEFS-1 TYP EIFS-2D

EL2

INSUL-20

EIFS-1: 7-1/2" THICK, EXPANDED POLYSTYRENE ATTACHED ON GYP SHTG-2 EIFS-2: 1-1/2" THICK, EXPANDED POLYSTYRENE ATTACHED ON GYP SHTG-2

EL2 PL1

7 A470

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

EL1 EL3

LEVEL 4 45'-0"

10'-0"

WALL ASSEMBLY

CW-2 HEAD

2'-6"

SMF-1

C.B OPCC

EL2

4 A470

LEVEL 4 45'-0"

DEFS-1

U.S. OF CEILING

TE.4

9'-0"

DD'

U.S. OF CEILING

EE'

2 / A402

U.S. OF CEILING

SEE

EL2

3'-0" CEILING RECESS

3'-0" RECESS

U.S. OF CEILING

N21

ANGLED ELEVATION

C.A

15' - 0"

SECTOR A

B.B

SECTOR C

B.A

SECTOR D

SCALE: 1/8" = 1'-0"

EL2

SECTOR B

A403

EL2

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

LEVEL 4 45'-0"

INSUL-20

CW-2 SILL

1 A470

7 A470

4 F.B

INSUL-20

1' - 3 3/4"

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

F.A LEVEL 1 0' - 0"

LEVEL 5 60'-0"

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

U.S. OF CEILING ACOUSTIC TILE

F TYP.

A451

ANGLED

EXTERIOR ELEVATION - NORTH

11' - 6"

CW-2 HEAD

1. REFER TO SHEETS A490 TO A494 FOR EXTERIOR WINDOW TYPES 2. REFER TO SHEET A095 MATERIAL IDENTIFICATION LIST FOR MATERIAL DEFINITIONS. TYPE # 5 A470

(2)4

9'-0"

KEYPLAN

(2)4

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

LEVEL 2 15' - 0"

SHEET METAL FLASHING AND TRIM SMF-1: PRFINISHED GALVANIZED STEEL

1' - 3 3/4"

EL2

DEFS-1

EIFS-2E TYP

EL2

0' - 11 3/4"

8'-11"

2 A451

SIM

METAL PANEL SYSTEM MP-1: COMPOSITE ALUM PANEL WITH RETURN (4 MM) (WET SEALED) INSULATION INSUL-13: 2 POUND (PCF) EXPANDED POLYSTYRENE INSULATION INSUL-20: UNFACED FIBERGLASS BATT INSULATION

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

U.S. OF CEILING (GYP.)

DRIFT JOINT

ALONG GRIDLINE N8

INSUL-20

EL2

LEVEL 5 60'-0"

8 EL2

15' - 0"

SEE INCREMENT 4

14 A475

U.S. OF CEILING ACOUSTIC TILE

HOSPITAL EXPANSION

LEVEL 3 30' - 0"

2'-6"

A451

DRIFT JOINT

EL-2

CURTAIN WALL - ALUM (NOTED ON ELEVATION) CW-1: PRE-FABRICATED, FIELD ASSEMBELED, PRESSURE WALL (2-1/2” x 7-1/2”) CW-2: PRE-FABRICATED, FIELD ASSEMBELED, PRESSURE WALL (2-1/2” x 6”)

EL2 2 1/2" DEFS-1

SECTOR C

SMF-1 COPING

EIFS-2A

TYP.

ROOF LEVEL 75'-5"

ALONG GRIDLINES NA & M.1

15 A470

1' - 3 3/4"

EXTERIOR INSULATION FINISH SYSTEM EIFS-1A: 1" THICK, PB ADHESIVE ATTACHED ON GYP SHTG-2, COLOR: WHITE WITH ‘SAHARA’ TEXTURE TO MATCH EXISTING (ROOF SCREEN WALLS, EDGES OF OVERHANGS) EIFS-2E: 1-3/4" THICK, PB ADHESIVE ATTACHED ON GYP SHTG-2, FINISH: SMOOTH POLISHED, BASF ANTICO GLAZE, COLOR: TBD (ALTERNATE TO COMP SDG-1)

10 A470

STA-13

14 A474

9'-0"

EIFS-2A

DRIFT JOINT

1' - 0"

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

2 A470

B.O. SCREEN WALL 77'-1"

INSUL-20 EL2

CW-2 SILL

1' - 3 3/4"

STA-13 INSUL-13

LIQUID APPLIED MEMBRANE BY EIFS CONTRACTOR

EIFS-2E BEYOND

SMF-1 COPING

13 A470

10 A470

EL2 2 1/2" DEFS-1

SECTOR D

ALONG GRIDLINE N8

SMF-1 COPING STA-13

INSUL-13

LEGEND

15' - 5"

14 A475

STA-13

ROOF LEVEL 75'-5"

INSUL-20 LIQUID APPLIED MEMBRANE

5'-1 3/8"

2 1/2"

DEFS-1 CW-2 HEAD

1' - 8 1/4"

SIM

15' - 0"

ALONG GRIDLINES NA & M.1

SIM

SECTOR B

PL1

1. REFER TO SHEETS A490 TO A494 FOR EXTERIOR WINDOW TYPES 2. REFER TO SHEET A095 MATERIAL IDENTIFICATION LIST FOR MATERIAL DEFINITIONS. TYPE #

14 A474

0' - 10 1/4"

13 A470

STA-11

B.O. SCREEN WALL 77-11"

1' - 8 1/4"

M.1

15' - 0"

STA-13 INSUL-13

EL2 2 1/2"

DEFS-1

SIM

5'-1 3/8"

SECTOR A

14 A470

INSUL-13

2 1/2"

633. W. FIFTH STREET, THIRD FLOOR / LOS ANGELES, CA 90071 T 213 542 8300/ www.hmcarchitects.com

M.2

SIM 10 A470

T.O. SCREEN WALL 88'-5"

M.1

5'-1 3/8"

SMF-1 COPING

EL2 EL2

10 A470

11'-2"

LEVEL 4 45' - 0"

SMF-1 COPING STA-13

0' - 10 1/4"

ALONG GRIDLINE N8

SIM

11 A470

WINDOW TREATMENT #7 BY 3M

SIM

01 ALONG GRIDLINES NA & M.1

13 A475

15' - 0"

WT-7:

NOTES

EIFS-2A

M.1

T.O. PARAPET 82'-11"

02 13 A474

U.S. OF CEILING

EIFS-2E TYP

TYP.

2 A451

SIM SIM

SMF-1 COPING

ROOF LEVEL 75'-5"

WINDOW TREATMENT SYSTEM

M.2

STA-11

METAL PANEL SYSTEM MP-1: COMPOSITE ALUM PANEL WITH RETURN (4 MM) (WET SEALED) MP-2: 12” WIDE, FLUSH EMBOSSED, FORMED METAL, HORIZ, WITH CONCEALED FASTENER

LEVEL 5 60' - 0"

DRIFT JOINT

T.O. SCREEN WALL 75'-5"

15' - 0"

DRIFT JOINT

EIFS-2E TYP

ALONG GRIDLINE N8

U.S. OF CEILING ACOUSTIC TILE

ALONG GRIDLINES NA & M.1

13 A475

LEGEND EXTERIOR INSULATION FINISH SYSTEM EIFS-2A: 1-3/4” THICK, PB ADHESIVE ATTACHED ON GYP SHTG-2, COLOR: WHITE WITH ‘SAHARA’ TEXTURE TO MATCH EXISTING EIFS-2E: 1-3/4" THICK, PB ADHESIVE ATTACHED ON GYP SHTG-2, FINISH: SMOOTH POLISHED, BASF ANTICO GLAZE, COLOR: TBD (ALTERNATE TO COMP SDG-1)

DRIFT JOINT

EIFS-2A

06 13 A474

5'-1 3/8"

T/ SLAB 75' - 5"

MP-1 TYP

EIFS-2E TYP

TYP.

1 A451

EIFS-2E TYP CJ

C.L.

2'-6"

T.O. PARAPET 82' - 11" CJ

C.L.

633. W. FIFTH STREET, THIRD FLOOR / LOS ANGELES, CA 90071 T 213 542 8300/ www.hmcarchitects.com

MP-1 DRIFT JOINT

CL T.O. SCREEN WALL 88' - 5"

DEFS-1

TYP MP-1

EIFS-1A

SMF-1

S2.1 APPROXIMATELY 10' - 0 3/4"

2'-6"

DEFS CONTROL JOINTS

9'-11 1/2"

12'-6"

APPROXIMATELY 3' - 6 1/2"

EIFS-1A

N4 SMF-1

DEFS CONTROL JOINTS

2'-6"

N7 CURVED

15' - 5"

APPROXIMATELY 10' - 1 1/2"

2. TEMPERED GLASS IS INDICATED BY THE SUBSCRIPT "T" AT THE END OF THE GLASS TYPE IE: GL-22T

15 A471

801

3. ALUMINUM CURTAINWALL TYPES: CW-1: 2 1/2" X 7 1/2" MULLION CW-2: 2 1/2" X 6" MULLION

WINDOW OPENING 47'-7 1/8" WINDOW OPENING 22'-11 3/8"

A471 1/2" 21/2" SIM 2'-4 7/8" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2" 2'-9 1/4" 21/2"

1/2"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

SIM 3'-0 3/8"

21/2"

22'-11 3/8"

WINDOW OPENING

10 A471

21/2"

1/2"

21/2" 3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

21/2"

3'-0 3/8"

SIM 3'-0 3/8"

21/2"

11 A471

GL-24

GL-22T

WT-7T

GL-24

GL-22T

WT-7T

GL-24

GL-22T

GL-24

WINDOW TYPES 2 SCALE: 1/4" = 1'-0"

803

804

GL-22T

WT-7T

5'-0"

GL-22T

WT-7T

GL-22T

14'-7"

GL-22T

WT-7T

CW-1 SIM

805

GL-22T

WINDOW OPENING

GL-22T

WT-7T

8 A471

WT-7T

CW-1

802

WT-7T

5'-0"

GL-22T

WT-7T

9'-10 1/4" TOP OF MULLION

GL-22T

WT-7T

21/2"

GL-22T

WT-7T

3/4"

1 A491

14 A471

3/4"

GL-22T

WT-7T

31/4"

CW-1

9'-10 1/4" TOP OF MULLION

GL-22T

WT-7T

5'-0"

GL-22T

WT-7T

13'-1"

GL-22T

WT-7T

14'-7"

GL-22T

WT-7T

8'-1"

GL-22T

WT-7T

WINDOW OPENING

GL-22T

WT-7T

21/2"

GL-22T

WT-7T

3/4"

FINISH FLOOR

1 A495

1'-6"

GL-22T

WT-7T

9'-10 1/4" TOP OF MULLION

1 A495

WINDOW OPENING

21/2"

GL-24

4'-2 1/4"

3/4"

31/4"

1/2"

31/4"

3/4"

901

14 A471

902

903

904

905

Consultant Seal

Consultant

Agency Approval

I160008-10-02 Project Title

CCMC PHASE C - EXPANSION 2755 Herndon Ave, Clovis, CA 93611

INCREMENT 2 NEW PATIENT TOWER - CORE AND SHELL No.

Description

Date

Drawing Title:

EXTERIOR WINDOW TYPES - CURTAIN WALL Architect's Seal

Designed:

Project No.

GV Drawn:

1422003000 Scale:

As indicated

HMC QAQC

Drawing No.

A491

RD Date:

08/01/16 09

OSHPD SUBMITTAL

PLEASE RECYCLE

SEE WINDOW ELEVATIONS FOR GLASS TYPES

(2) #10 SMS TO STUD FRAMING.

BASIS OF DESIGN: BALCO NBR-15x1/8"

TE.3 0' 7 1/4"

633. W. FIFTH STREET, THIRD FLOOR / LOS ANGELES, CA 90071 T 213 542 8300/ www.hmcarchitects.com

2'-6 3/16" [767mm] 2'-4 11/16" [729mm]

MTHSD8114 @ 20" (508mm) O.C.

EM3

SB36 @ 20" (508mm) O.C.

NO-BUMP FLOOR TO FLOOR SYSTEM w/RECESS FOR 1/8" (3mm) VCT MILL FINISH ALUMINUM EXTRUSIONS MILL FINISH ALUMINUM PLATE 100% MOVEMENT

WFCCL (PATENT PENDING) 1/8" (3mm) BENT PF1434 @ 20" (508mm) O.C. ALUMINUM PLATE

R142SP @ 20" (508mm) O.C.

V3R-O

3/16" [5mm]

0' - 7 1/4"

2'-11 5/8" [905mm] 11/16" [18mm]

TE.3

BALCO CM-17 EXTRA-WIDE WALL AND CEILING SYSTEM CLEAR ANODIZED FINISH ALUMINUM COVER MILL FINISH ALUMINUM BASE 100% MOVEMENT

633. W. FIFTH STREET, THIRD FLOOR / LOS ANGELES, CA 90071 T 213 542 8300/ www.hmcarchitects.com

3 5/8" x 20 GA TRACK TIGHT TO WALL.

2'-3" [686mm]

1/2" [13mm]

VCT

1'-5" [432mm]

1/4" [6mm]

3/8" (10mm) ALUMINUM PLATE, w/1/16" (2mm) ALUMINUM SHIM - WELD TO NBT123 F14212S @ 20" (508mm) O.C.

7/8" [22mm]

1'-3" [381mm]

VERT. MULLION

NB703 TH316134 @ 20" (508mm) O.C.

STRUCT GLAZED HORIZ OR VERT MULLION

3 5/8" x 20 GA TRACK, TYP.

1/ " 2

(2) #10 SMS FROM TRACK TO BENT PLATE, TYP.

1/8" (3mm) ALUMINUM PLATE

EDGE OF (N) CONCRETE SLAB

STRUCT GLAZED HORIZ OR VERTICAL MULLION STRUCT GLAZED HORIZ OR VERTICAL MULLION

A495

SCALE: 3" = 1'-0"

SJ 13" - LEVEL 5 - INTERIOR WALL

A496

SCALE: 3" = 1'-0" REF: A420

MILL FINISH ALUMINUM BASE 100% MOVEMENT

WFCCL (PATENT PENDING) 1/8" (3mm) BENT PF1434 @ ALUMINUM PLATE 20" (508mm) O.C.

R142SP @ 20" (508mm) O.C.

V3R-O

11/16" [18mm]

3/16" [5mm]

SJ 13" - LEVEL 5 - FLOOR SLAB

A496

SCALE: 3" = 1'-0" REF: A420

EM3

NO-BUMP FLOOR TO FLOOR SYSTEM w/ RECESS FOR 1/8" (3mm) VCT MILL FINISH ALUMINUM EXTRUSIONS MILL FINISH ALUMINUM PLATE 100% MOVEMENT

SB32 @ 20" (508mm) O.C.

0.157"∅ HILTI X-U PDF FROM 'Z' CLIP TO UNDERSIDE OF BEAM, TYP. 'Z' CLIP TO UNDERSIDE OF BM

1/ " 4

DOOR

2" 5/ " 16

MP-1

1/ " 2

HORIZ MULLION SECTION AT SUSP ACT CEILING SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

1/ " 2

1/8" (3mm) ALUMINUM PLATE

3 5/8" CONTINUOUS RUNNER ATTACHED TO VERT STUD

/ 2"

SB28 @ 20" (508mm) O.C.

1HR RATED FIRE BARRIER

Consultant Seal

SJ 11" - LEVEL 4 - FLOOR SLAB

A496

SCALE: 3" = 1'-0"

1/ " 2

SJ 8" - LEVEL 3 - INTERIOR WALL

A496

SCALE: 3" = 1'-0"

0' 7 1/4"

1/4" (6mm) ALUMINUM PLATE, WELD TO AB1X316 1'-11 3/16" [589mm] 1'-9 11/16" [551mm]

1/2" [13mm]

VCT

EXTRA-WIDE WALL AND CEILING SYSTEM CLEAR ANODIZED FINISH ALUMINUM COVER MILL FINISH ALUMINUM BASE 11/16" 100% MOVEMENT [17mm]

Agency Approval

WFCCL (PATENT PENDING) PF1434 @ 20" (508mm) O.C.

1'-9 5/8" [549mm]

R142SP @ 20" (508mm) O.C. V3R-O

1/4" [6mm]

F14212S @ 20" (508mm) O.C.

AB212X18

STRUCT GLAZED CORNER MULLION PLAN

HORIZ MULLION SECTION AT SUSP GYP BD CEILING

SCALE: 3" = 1'-0"

A495

SCALE: 3" = 1'-0"

MTHSD8114 @ 20" (508mm) O.C.

NBT123, WELD TO AB1X316

AB1X316

1 1/8" [28mm]

TF316134, STAGGERED, @ 20" (508mm) O.C.

Agency Approval

2HR RATED FIRE BARRIER 10" [254mm]

6" [153mm]

1HR RATED FIRE BARRIER

NOTE: THIS DETAIL ILLUSTRATES GENERAL INFORMATION ONLY REGARDING ROOFING MEMBRANE

EDGE OF (N) CONCRETE SLAB

I160008-10-02

SJ 8" - LEVEL 3 - FLOOR SLAB

A496

SCALE: 3" = 1'-0"

I160008-10-02

Project Title

3" = 1'-0"

PLAN VIEW AT WALL ATTACHMENT 7

/ 2"

WALL BEYOND WHERE OCCURS

No.

21/2"

CAPPED HORIZ MULLION CW-1 OR CW-2 SEE WINDOW FRAME TYPES

CEILING PER PLAN

CAPPED VERTICAL MULLION CW-1 OR CW-2 SEE WINDOW FRAME TYPES

SECTION

21/2"

EXTRA-WIDE WALL AND CEILING SYSTEM CLEAR ANODIZED FINISH ALUMINUM COVER MILL FINISH ALUMINUM BASE 100% MOVEMENT

1/ " 2

AT CW-1

6" AT CW-2

EXTERIOR WINDOW TYPES - DETAILS Architect's Seal

Designed:

HORIZ MULLION SECTION AT SUSP GYP BD CEILING

SCALE: 3" = 1'-0"

A495

SCALE: 3" = 1'-0"

Drawn:

PF1434 @ 20" (508mm) O.C.

1/4" [6mm]

7/8" [22mm]

PS212A

F142S @ 20" (508mm) O.C. AB1X14

2755 Herndon Ave, Clovis, CA 93611

NBT123, WELD TO AB1X14

INCREMENT 2 NEW PATIENT TOWER - CORE AND SHELL No.

Description

Date

NB703

7/8" 3/4" [22mm] [19mm]

SB14 @ 20" (508mm) O.C.

AB12X18 1 1/8" [28mm]

EM3

2HR RATED FIRE BARRIER

TH316134 @ 20" (508mm) O.C. TF316134, STAGGERED, @ 20" (508mm) O.C.

6" [152mm]

Drawing Title:

1HR RATED FIRE BARRIER

1422003000

SEISMIC JOINT DETAILS - PATIENT TOWER

08/01/16

Designed:

A495

Drawn:

SJ 0" - LEVEL 1 - INTERIOR WALL

SJ 4" - LEVEL 2 - FLOOR SLAB

SCALE: 3" = 1'-0"

A496

SCALE: 3" = 1'-0" REF: A420

1422003000 Scale:

3" = 1'-0"

HMC

5 A496

QAQC

Drawing No.

RD Date:

08/01/16 09

OSHPD SUBMITTAL

Project No.

GV NOTE: THIS DETAIL ILLUSTRATES GENERAL INFORMATION ONLY REGARDING ROOFING MEMBRANE

01 PLEASE RECYCLE

Architect's Seal

EDGE OF (N) CONCRETE SLAB

As indicated Drawing No.

Date:

VCT

Scale:

HMC QAQC

V3R-O

WFCCL (PATENT PENDING) .090" (2mm) BENT ALUMINUM PLATE

6" [152mm]

Project No.

CAPPED CORNER MULLION PLAN

A495

11/16" [17mm]

1'-1 9/16" [345mm]

1'-3 3/16" [386mm] 1'-1 11/16" [348mm] 1'-0" [305mm]

MTHSD8114 @ 20" (508mm) O.C.

GYP BD-1 CEILING OR SOFFIT - SEE CEILING PLANS - EXTEND GYP BD 1" OVER TOP OF MULLION

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

SB14 @ 20" (508mm) O.C.

PLATE, WELD TO AB1X14 1/2" [13mm]

5 5/8" [142mm]

SOFFIT HEADER AT BED TOWER ICU ROOMS

R14112SP @ 20" (508mm) O.C.

BASIS OF DESIGN: BALCO CM-6

Date

3/16" [5mm]

CCMC PHASE C - EXPANSION w/RECESS FOR 1/8" (3mm) VCT MILL FINISH ALUMINUM EXTRUSIONS MILL FINISH ALUMINUM PLATE 100% MOVEMENT

Drawing Title:

A495

SCALE: 3" = 1'-0" REF: A420

SLNT REINFORCE MULLIONS AS REQD TO SPAN AS INDICATED

A495

A496

VERT MULLION PLAN AT SUSP ACT CEILING 12 VERT MULLION PLAN AT SUSP ACT CEILING SCALE: 3" = 1'-0"

Description

SJ 4" - LEVEL 2 - INTERIOR WALL

INSUL-25

TRIM GYP BD AROUND VERTICAL MULLIONS TO PROVIDE A 1/4" SEALANT JOINT

GL-24 SPANDREL GLASS

BULKHEAD PER 6/A311

SEE 1/A495 SIM

Project Title

2755 Herndon Ave, Clovis, CA 93611

INCREMENT 2 NEW PATIENT TOWER - CORE AND SHELL

MET STUD-1 3 5/8" CONTINUOUS RUNNER ATTACHED TO VERT STUD

1/ " 2

BEND TRACK AND EXTEND TO FIRST WALL STUD AND ATTACH WITH (2) #10 SMS.

AT CW-1

REINFORCE MULLIONS AS REQD TO SPAN AS INDICATED

SEE WINDOW ELEVATIONS FOR GLASS TYPES

AT CW-1

3 5/8" x 20 GA TRACK

1/ " 2

6" AT CW-2

6"x20GA STUD FRAMING @ 16"OC 6"x20GA TRACK W/ #8 SMS @ TOP AND BOTTOM FLANGES TO STUD & (2)-#10 SMS TO EACH BULKHEAD STUD

21/2"

6'-0" MAX

1/ " 2

VERT. MULLION

CCMC PHASE C - EXPANSION

6" AT CW-2

CONT 6"x16GA TRACK (15'-0" MAX SPAN) W/ #8 SMS @ TOP AND BOTTOM FLANGES TO STUD

10 -

Consultant

NB703 TH316134 @ 20" (508mm) O.C.

SB22 @ 20" (508mm) O.C.

PS212A

7 5/8" [193mm]

3/16" [5mm]

7 A495

Consultant Seal

1'-8" [508mm] 7/8" [22mm]

7/8" [22mm]

.090" (2mm) BENT ALUMINUM PLATE

SB22 @ 20" (508mm) O.C. EM3

GYP BD-1 CEILING OR SOFFIT - SEE CEILING PLANS - EXTEND GYP BD 1" OVER TOP OF MULLION

AT CW-1

6" AT CW-2

BASIS OF DESIGN: BALCO NBR-10x1/8"

1/ " 2

AT CW-1

6" AT CW-2

1/ " 2

16" MAX

CANTILEVER

SPAN

Consultant

SLNT REINFORCE MULLIONS AS REQD TO SPAN AS INDICATED

10" [254mm] 1'-1" [330mm]

BASIS OF DESIGN: BALCO CM-10

CW-1 OR CW-2 SEE WINDOW FRAME TYPES

STRUCT GLAZED VERT MULLION CW-1 OR CW-2 SEE WINDOW FRAME TYPES

CONT 6"x16GA TRACK (15'-0" MAX SPAN) SPAN

NO-BUMP FLOOR TO FLOOR SYSTEM w/RECESS FOR 1/8" (3mm) VCT MILL FINISH ALUMINUM EXTRUSIONS MILL FINISH ALUMINUM PLATE 100% MOVEMENT

TRIM GYP BD AROUND VERTICAL MULLIONS TO PROVIDE A 1/4" SEALANT JOINT

INSUL-25

(2)-#10 SMS AT EACH STUD

212"x212"x14GA CLIP x 4" LONG W/ (2)-#10 SMS TO EACH TRACK SECTION

TF316134, STAGGERED, @ 20" (508mm) O.C.

2HR RATED FIRE BARRIER

NOTE: THIS DETAIL ILLUSTRATES GENERAL INFORMATION ONLY REGARDING ROOFING MEMBRANE

EM3

MTHSD8114 @ 20" (508mm) O.C.

GL-24 SPANDREL GLASS

STRUCT GLAZED HORIZ MULLION

1 1/8" [28mm]

1'-1" [330mm]

MET STUD-1 REINFORCE MULLIONS AS REQD TO SPAN AS INDICATED

NB703 TH316134 @ 20" (508mm) O.C.

8 5/8" [218mm]

AT CW-1

INTERIOR WALL PER PLAN

NBT123

SB26 @ 20" (508mm) O.C.

PF1434 @ 20" (508mm) O.C.

6" AT CW-2

F14212S @ 20" (508mm) O.C.

7/8" [22mm]

1/8" (3mm) BENT ALUMINUM PLATE

EDGE OF (N) CONCRETE SLAB

0' 7 1/4"

2'-1" [635mm]

1/4" [6mm]

WFCCL (PATENT PENDING) 2'-3 5/8" [702mm]

R142SP @ 20" (508mm) O.C.

V3R-O

3/16" [5mm]

CONT 6"x16GA TRACK (15'-0" MAX SPAN)

SJ 11" - LEVEL 4 - INTERIOR WALL

ACT CEILING - SEE CEILING PLANS

AT CW-1

3/8" (10mm) ALUMINUM PLATE, w/1/16" (2mm) ALUMINUM SHIM - WELD TO NBT123 2'-4 3/16" [716mm] 2'-2 11/16" [678mm]

1/2" [13mm]

VCT

PS212A

CLEAR ANODIZED FINISH ALUMINUM COVER MILL FINISH ALUMINUM BASE 100% MOVEMENT

E 1/ " 2

SCALE: 3" = 1'-0"

8 A496

11/16" [18mm]

SCALE: 3" = 1'-0"

MITRED CORNER

VERT ANGLE CONNECTION TO BOTTOM OF BEAM

ACT CEILING - SEE CEILING PLANS

AT CW-1

A495

SEE WINDOW ELEVATIONS FOR GLASS TYPES

A495

1/ " 2

SCALE: 3" = 1'-0"

HORIZ MULLION SECTION AT SUSP ACT CEILING (AT BED TOWER)

6"x16GA TRACK W/ (2)-#10 SMS TO STUD (SPAN 2 STUDS MIN)

REINFORCE MULLIONS AS REQD TO SPAN AS INDICATED

6" AT CW-2

REMOVE AND PATCH FIREPROOFING AS REQUIRED.

SLNT

21/2"

CAPPED HORIZ MULLION CW-1 OR CW-2 SEE WINDOW FRAME TYPES

CW-1

21/2" 1/ " 4

61/8"

21/2"

MI N 6"

A495

5/ " 16

1/ " 4

A495

3" = 1'-0"

1'-1" [330mm] 1'-3" [381mm]

EDGE OF (N) CONCRETE SLAB

HORIZONTAL MULLION

6" AT CW-2

3"x3"x18 GA ANGLE (2) #10 SMS FROM ANGLE LEGS TO UNDERSIDE OF 'Z' CLIP.

13/8"

1/ " 4

1/4" GAP MAX.

BEND AND OVERLAP ANGLE LEGS AND ATTACH TO UNDERSIDE OF 'Z' CLIP.

CONT 2"x2" WALL ANGLE WITH 1/8" POP RIVET TO RUNNER.

21/2"

2 HOUR WALL PLAN TERMINATION AT MULLIONS _2 HOUR WALL PLAN TERMINATION AT MULLIONS

1/ " 2

3/ " 4

21/2"

CAPPED HORIZ MULLION CW-1 OR CW-2 SEE WINDOW FRAME TYPES

BEAM PER STRUC.

1HR RATED FIRE BARRIER

7/8" [22mm]

D3 71/4"

SLNT

CW-1 FACE OF SHTG ON EXTERIOR WALL BELOW SILL

INSUL-25

SUSP ACT "F" MOULDING FASTENED TO FACE OF VERT MULLIONS -KNOTCH BACK PORTION TO FIT AROUND VERT MULLIONS

GL-24 SPANDREL GLASS INSUL-25

71/2"

71/4"

3 5/8" x 20 GA MIN. TRACK GL-24 SPANDREL GLASS

EXTERIOR WALL BELOW SILL

HANGER WIRE PER SHT A310

7'-6

2XSB

G DOOR IN HELD-OPEN POSITION

33/8"

5 A473

SCALE: 3" = 1'-0"

INTERIOR DOUBLE-EGRESS DOOR NUMBER 2333A HOLLOW METAL DOUBLE-EGRESS DOOR FRAME

STRUCT GLAZED CORNER MULLION PLAN

A495

NOTE: THIS DETAIL ILLUSTRATES GENERAL INFORMATION ONLY REGARDING ROOFING MEMBRANE INSTALLATION. REFER TO THE MANUFACTURER'S DETAILS AND INSTALLATION INSTRUCTIONS FOR SPECIFIC AND COMPLETE INFORMATION.

2'-7 5/8" [803mm]

MTHSD8114 @ 20" (508mm) O.C. 11/16" [18mm]

TF316134, STAGGERED, @ 20" (508mm) O.C.

2HR RATED FIRE BARRIER

1'-3" [381mm]

3/16" [5mm]

SB26 @ 20" (508mm) O.C.

1 1/8" [28mm]

8 5/8" [218mm]

AT CW-1

6" AT CW-2

10 -

MITER CORNER

PS212A

1HR RATED FIRE BARRIER

REINFORCE MULLIONS AS REQD TO SPAN AS INDICATED

CW-1 OR CW-2 SEE WINDOW FRAME TYPES

3"x3"x18 GA BENT PLATE TIGHT TO MULLION. BEND AND OVERLAP ANGLE LEGS AND ATTACH TO 'Z' CLIP ABOVE, SEE DET 13/A495

SEE WINDOW ELEVATIONS FOR GLASS TYPES

21/2"

7/8" [22mm]

NBT123

A496

01 PLEASE RECYCLE

OSHPD SUBMITTAL

Kaiser Permanente Skyport MOB

Skyport Drive View

Professional Work from HMC Architects.

The new Skyport MOB embraces kaiser

permanenteâ&#x20AC;&#x2122;s visions in caresynthesis and total health environment principles. Designed with a revolutionary approach to member care, innovative and cost efective construction solutions, and equipped with high-tech Touch technology, skyportâ&#x20AC;&#x2122;s design meets the needs of Todayâ&#x20AC;&#x2122;s more demanding customers. Located at 1717 technology dr., In san jose, ca, the new 152,550 sf MOB has been inserted within the city fabric on a 10-acre site, connecting to the community by bike, public transportation, and visually by air. This strategic location in an emergent part of the city is characterized by its proximity to the historic downtown and neighboring cities like santa clara, cupertino, and sunnyvale. The skyport MOB will be the irst building on the site that will accommodate another mob and parking garage in future phases. This wellintegrated irst phase sets the stage for a proposed future central entrance and creates a four-story tall backdrop. The mob is visible from skyport and technology drives as well as the guadalupe freeway, welcoming visitors to the heart of the campus. The design also creates and preserves strategic outdoor areas surrounding the facility for landscape, pedestrian outdoor access for multiple events, daylighting, parking surface and healing natural views within the overall campus.

Welcome Zone

Exploded Axon Fourth Floor

37,850 SF Expansion Public & Staﬀ Waiting & Interaction Zone Conference Public Toilets Staf Amenities Distributed Reception

Third Floor

Departments 01 Primary Care 02 Primary Care 03 Primary Care Adminstration

37,850 SF Expansion Public & Staﬀ Waiting & Interaction Zone Conference Public Toilets Staf Amenities Distributed Reception

Second Floor

Departments Pediatrics Pediatrics & Patient Care OB/GYN Family Practice

38,800 SF Expansion Public & Staﬀ Waiting & Interaction Zone Conference Public Toilets Staf Amenities Distributed Reception

First Floor

Departments Neurology, Dermatalogy, & Audiology CAPD Home Training Clinic Othropedic, Podiatry, Speech Therapy Physical, Occupational, & Speech Therapy

38,850 SF Expansion Public & Staﬀ Waiting & Interaction Zone Public Amenities & Main Entrance Public Toilets, Family, & Elevators Cafe health Education & Information Conference Center Environmental Services

Department Pharmacy Laboratory Imaging Optometry Vision Facility Bolier

Landscape The Zen-inspired landscape for Kaiser Skyport creates a sot and inviting, yet sophisticated environment for visitors and staf. The landscape

respects and repeats the forms and massing of the architecture with artfully designed paving patterns and planter areas. Monument signage and accent planting at the entry corner is framed by two canary island palms to match those existing on the opposite corner. A town square-style gathering and event area is ocated to the north of the building, with large shade trees, paved plazas and a stepped seatwall creating an amphitheater. This space can be used for a variety of outdoor events, including farmer’s markets,

concerts, and health fairs. 0

Legend

4 2 6

1 2 3 4 5 6

Entry / Welcome Zone Healthy Living Cafe Conference Center Staf Lounge Outdoor Seating

1 3

Construction Documents 5'

50'

25'

12'

50'

25'

12'

IF THIS SHEET IS NOT 30"x42" , IT IS

A REDUCED PRINT - SCALE ACCORDINGLY

3" = 1'-0"

GRAPHIC SCALES:

1/8" = 1'-0"

1/16" = 1'-0"

SITE LEGEND

1/4" = 1'-0"

1/2" = 1'-0"

PARCEL LINE

INFORMATION TECHNOLOGY

0-F1

FACILITY SERVICES, MOB

XX XX

Issue Date

08/19/16

50'

25'

12'

2016-103952 CI

1A111 CITY BACKCHECK #2

12H15

12B19

14R11FB

I-S 02 12L31B

14L09A

0-A6

14B09

0-A3

0-A6

14C10

E WOMENS TLT TLTPUB 14B06B

E.2 This document is the property of the Owner and is not to be used without owner's written permission.

0-F1

Project Architect Approval:

11' - 5"

ARCHITECT SEAL

MAMMO 1 IMAMO 13R06

STAIR 2 14S14

F.7

Facility

7.5

12' - 6"

SCA SKYPORT MOB - INTERIOR BUILDOUT

6.7 1 -

12' - 1 1/8"

FULLY SPRINKLERED

1 1A241B

Sheet Title

FLOOR PLAN - LEVEL 1 SECTOR A

4 1A333 Fac No:

9.4

8.6

SCALE: 1/8" = 1'-0"

XX XX

Issue Date

08/19/16

50'

25'

12'

1' IF THIS SHEET IS NOT 30"x42" , IT IS

1/8" = 1'-0"

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

STAIR 1 14S13 0-A3

14L02 1A335

0-F1

0-F1 WHEELCHAIR STORAGE TYP OF 20

CONSULTANT SEAL

4 1A332

8" TYP

XX XX

Issue Date

08/19/16

844-940

KP Proj. No. Permit No.

XXX

Chckd By

Section:

2016-103952 CI

Sheet

1A241B

1/8" = 1'-0" 9/1/2016 10:59:45 AM

CITY BACKCHECK #2

PLEASE RECYCLE

25'

12'

9' - 0" TYP

3' - 0" TYP

3" TYP

As indicated

Drwn By

LEVEL 01 - SECTOR B

Floor Lev:

3" TYP

1A333 1A334

7.5

6.7

Consultant's Project No.

KEY PLAN

LEVEL 4 40' - 6"

LEVEL 3 27' - 0"

I K

LEVEL 2LEVEL 2 13' - 6" 13' - 6"

LEVEL 1LEVEL 1 0' - 0" 0" 1 1A315

BUILDING ELEVATION - EAST SCALE: 3/32" = 1'-0"

5.6

3.6

2.2

1A334

1A612

This document is the property of the Owner and is not to be used without owner's written permission.

1A335

PARAPET

B H

3" TYP

8" TYP

15 1A422

2 1A424

Facility

Project

EXTERIOR ELEVATIONS LEVEL LEVEL 1 1 0"0' - 0"

DROP-OFF CANOPY

1 1A313

FULLY SPRINKLERED Sheet Title

Fac No:

Bldg No: 01

As indicated

Scale

BASEMENT -10' - 0"

Drwn By

SCALE: 3/32" = 1'-0"

Chckd By

XX XX

Issue Date

08/19/16

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

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

50'

25'

12'

Section:

844-940

KP Proj. No.

16-101300 CI

Permit No. Sheet

1A311 Sheets

CITY BACKCHECK #2

PLEASE RECYCLE

IF THIS SHEET IS NOT 30"x42" , IT IS 1/8" = 1'-0"

1/16" = 1'-0"

Floor Lev:

9/1/2016 11:01:48 AM

SCA SKYPORT MOB: CORE AND SHELL

LEVEL LEVEL 2 2 13' - 13' 6" - 6"

IF THIS SHEET IS NOT 30"x42" , IT IS

A REDUCED PRINT - SCALE ACCORDINGLY GRAPHIC SCALES:

CONSULTANT SEAL

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

LEVEL 3 27' - 0"

BUILDING ELEVATION - SOUTH

1A311

Architect / Engineer Of Record:

ARCHITECT SEAL

LEVEL 4 40' - 6"

K K

1 1A314

C J

K TYP

I C

TYP 5' - 3" TYP

1/4" TYP

LEVEL 5 - ROOF 54' - 0"

TYP

K K

1A424

TYP

LEVEL 06 MECHANICAL SCREEN 65' - 6"

1A335

3" TYP 3' - 0" TYP

3' - 0" TYP

9' - 0" TYP

8" TYP Bldg No: 01

Scale

8.6

11' - 6"

28' - 6"

FLOOR PLAN - LEVEL 1 SECTOR B

3 1A333

9' - 0" TYP

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

SCA SKYPORT MOB - INTERIOR BUILDOUT

3' - 0" TYP

3" TYP

2.2

1 -

50'

TYP

8" TYP

Fac No:

G A

I K

PARAPET

FULLY SPRINKLERED

TYP

Sheet Title

1 1A241A

7' - 1"

3.6

LEVEL 1 0' - 0"

4.0

C:\Revit Local Files\KPSJ-Skyport_A15_Central_mmahmood.rvt

CANOPY ABOVE

9.4

LEVEL 5 - ROOF 54' - 0" 13' - 6"

13' - 6" 13' - 6" 2 1A333

Architect / Engineer Of Record:

17' - 11"

5.6

HMC Project No.: 1335082

CONSULTANT

Project Architect Approval:

1A336 14L01

C:\Revit Local Files\KPSJ-Skyport_A15_Central_mmahmood.rvt

1A311

Appr.

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

4.0

A ?

SCALE: 3/32" = 1'-0"

Date

04/11/2016 08/19/2016

ARCHITECT

LEVEL 06 MECHANICAL SCREEN 65' - 6"

56' - 0"

PARAPET

Project Architect Approval:

Project

6.7

BUILDING ELEVATION - LOADING DOCK

Back Check #1 Back Check #2

DROP-OFF CANOPY

4 1A311

This document is the property of the Owner and is not to be used without owner's written permission.

Facility

1A337

I H

E.3

CAFETERIA

11' - 2 1/2"

1A337

H A

LEVEL 1 0"

ARCHITECT SEAL

8' - 6"

PARAPET

B.6 3

PARAPET

1A611

LEVEL 2 13' - 6"

SCALE: 1/8" = 1'-0"

C 2

LEVEL 2 13' - 6"

Revisions

DRIFT JOINT

65' - 6"

LEVEL 3 27' - 0"

E.2

14R21

1A335

A B

STOREFRONT 1: SEE SPEC SECTION 08 44 16 - 2.03 1a

11' - 6"

2B-A3

1' - 2"

2B-A3

LOBBY 14L01

8' - 9"

WELCOME ZONE

LOBBY 14L02 8"

0-F1

14S13A

14B06B

0-F3

WOMENS TLT TLTPUB 14B06B 0-A3

0-F1

D.8

Revisions

CURTAIN WALL 3: SEE SPEC SECTION 08 44 16 - 2.03 1b

LEVEL 1 0' - 0"

60' - 0"

LEVEL 4 40' - 6"

CEMENT PLASTER OFF-WHITE

13' - 6"

28' - 6"

DINRM COF 14L19 4' - 4"

2 HR RATED MOVABLE WALL DOOR TO BE PROVIDED BY MILLWORK

KEY PLAN

1A336

13' - 6"

CAF 14W18

0-A3

D.5 OUTDOOR SEATING E.509

CMU WALL SYSTEM MIXED (34% SPLIT / 33% GROUND / 33% PRECISION)

13' - 6"

CONSULT CONSR 14R17

14L19

CEMENT PLASTER LIGHT TAN/ LIMESTONE

13' - 6"

14R17

CONSULT CONSR 14R16

PATIENT EDUCATION

0-A8

0-A3

RECEPTION FURNITURE, O.F.O.I.

D.4

0-A3

13' - 6"

14B06A

HTHIN CMP 14L04

QUICK EVENT AREA

0-A3

Consultant's Project No.

10' - 5 1/2"

HEALTH EDUCATION & HEALTH INFORMATION LIBRARY

D.3 2' - 1"

CURTAIN WALL 2: SEE SPEC SECTION 08 44 16 - 2.03 1c

CMU VENEER WALL SYSTEM MIXED (34% SPLIT / 33% GROUND / 33% PRECISION)

3" TYP

11' - 0"

0-A3

LEVEL 5 - ROOF 54' - 0"

I-S 06

0-A3

1A337

0-F1

National Facilities Services Post Office Box 12916 Oakland, California 94604

8" TYP

11' - 0"

LEVEL 06 MECHANICAL SCREEN 65' - 6"

OGENL 14R23

0-A3

E.6 E.3 E.2

D.5 D.8 E.509 D.4 D.3

.3' - 0" TYP

2' - 1"

14R27

OGENL SHR OGENL SHR 14W22C 14W22D

HEALTH EDUCATION

0-A6

MENS TLT TLTPUB 14B06A

WAGEN COL 14W21A

OGENL SHR OGENL SHR 14W26A 14W22B

WAGEN 14W20

.6' - 0" TYP

0-A3

DIRECTORY

AMENR 14W21B

14W25

F.7

HMC Project No.: 1335082

SEE SHEET 1A911 FOR WALL ASSEMBLY. SEE 1/M402 FOR MECHANICAL PENETRATION IN A RATED WALL. SEE 1/1E513 FOR ELECTRICAL PENETRATION IN A RATED WALL. SEE 2/1E512 FOR ELECTRICAL PENETRATION IN A RATED FLOOR.

CURTAIN WALL 1: SEE SPEC SECTION 08 44 16 - 2.03 1d

CEMENT PLASTER GRAY

SCALE: 3/32" = 1'-0"

3' - 0" 6' - 0" TYP TYP

I-S 05

DRINKING FOUNTAIN, S.P.D.

NOTE:

4.0

CONSULTANT

1A337

0-A3

0-A3IR

0-F1

MECHANICAL SCREEN TYPE 1 RIBBED METAL PANEL ATTACHED TO STRUCTURAL MEMBERS

BUILDING ELEVATION - WEST STAIR

1A311 1

No.

LEVEL 2 13' - 6"

LEVEL 1 0"

RAINSCREEN SYSTEM TYPE 1 RIBBED METAL PANEL (CASCADE)

LEGEND-EXTERIOR ELEVATION

SCALE: 3/32" = 1'-0"

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

HIGH LOW DRINKING FOUNTAIN, SEE DETAIL 10/1A1063 AND PLUMBING DRAWINGS

0-F1

LEVEL 2 13' - 6"

BUILDING ELEVATION - EAST @ VESTIBULE

1A311

8' - 0" TYP

0-A3

ARCHITECT

SEMI-RECESSED FIRE EXTINGUISHER CABINET, SEE DETAIL 17/1A1061

WAITING WTAGN 11L01A

WAITING WTAGN 11L01

LEVEL 3 27' - 0"

11' - 6"

11R19

11R18

11R17

11R16

0-A3

6 # LEAD LINED GYPSUM BOARD

1A337

0-F1

14R18

0-F1

2 # LEAD LINED GYPSUM BOARD

0-A3IR

FITBO ORD 11W04

FIRE HOSE VALVE

0-A3IR

0-F1

ELEVATOR ELEVA 14E05C

1A321

0-F1

ELEVATOR ELEVA 14E05B

13' - 6"

11R05

11T06

12R31

I-S 02

0-F3

0-A3

FITTING BOOTHS

FITBO DSP 11W04A

WORKROOM WROPT SML 11R05

TELE/DATA TELEC 11T06

2B-S4

PRE-ENGINEERED WALL L2

MECH SHAFT MECH 11M39

WTAGN 11L41

LEVEL LEVEL 1 1 0'0"- 0"

1 HR RATED FIRE BARRIER

11R44A 11M39

1B-A3

KIOSK ACKIN OPT 11W01D

LEVEL 4 40' - 6"

I K

2 HR RATED FIRE BARRIER 1B-A3

0-A3

STORAGE SGENL FRA 11W24B

11L01

12L31B

1B-A3

ELEVATOR ELEVA 14E05A

NON - RATED WALL

0-F1

PHARMACY

0-A3

I-S 03

WTAGN 12L31B

0-A3 EXAM 8 -OPT EXSLN 11R23

RECEP OPS RECEP OPS WAGEN CSH 11W24 1WR24B 11W24A

0-A3 HALLWAY CORRD 11C03

0-A3

11R07

1B-A3

ELECTRICAL ELECT 12R31

HALLWAY 12L31A

OFFICE GEN -V OGENL 11R29

0-F1 0-A3

0-A3

LEVEL 3 27' - 0"

13' - 6"

11R29

TESTING 3 - OPT TRPRE 11R26 0-A3

15 1A422

Appr.

3' - 0" TYP

0-A3 WORKROOM WRCLS 11R07

TESTING 2 - OPT TRPRE 11R27 0-A3

Date 05/03/16 08/08/16

CMU WALL (AS APPROVED ON CORE & SHELL PACKAGE) 0-F1

0-F1 EXAM 9 -OPT EXSLN 11R22

HALLWAY CORRD 11C40 0-A3 11R22

11R39

0-A3 HALLWAY CORRD 11C25

9' - 0" TYP

0-A6

0-A3

11R37 0-F1

0-A3 EXAM 7 -OPT EXSLN 11R39 0-A3

11R23

OPTOMETRY & VISION ESSENTIALS TESTING 1 OPT TRPRE 11R28

STORAGE SGENL 11R37

Revisions Back Check #1 Back Check #2

3" TYP

0-F1

12C30B

0-A3

MASTA MASTA 11W38E 11W38F

11R30

No.

LEVEL 4 40' - 6"

E 2 1A313

Revisions A B

3" = 1'-0"

LEVEL 5 - ROOF 54' - 0"

I K

LEVEL LEVEL 2 2 13'13' - 6"- 6"

17' - 0"

11C13A

14L09B

0-A3

0-F1 CORRD 14L09

MASTA MASTA 11W38A 11W38B

WORK AREA - OPT

MASTA MASTA HALLWAY CORRD 11W38C 11W38D 11C34

SCREENING RM SCREN DIA 11R30 0-A3

HALLWAY SGENL CLS 11W25A

0-A3 RECEP 12W29

11R31

0-A3

EXAM 1 - OPT EXSLN 11R08

12R27

12R28

TESTING ROOM, VISUAL FIELD TRVSF 11R31

0-A3 SUB WAITING WTASB 0-A3 11L25B

B B

FLOOR PLAN LEGEND

1 1A7117

0-A3IR

0-A3

11R21

0-A3

EXAM 5 - OPT EXSLN 11R32

0-A3

WAGEN PHARM LRG 11R42

EXAM 10 -OPT EXSLN 11R21

PARAPET

2 1A424

29' - 6"

11R08

11B36

11R42

11R09

0-A3

S. T. U.

15' - 10"

HALLWAY CORRD 12C26

0-A3

11L41

0-A3 EXAM 2 - OPT EXSLN 11R09

0-A3 0-A3 OFFICE 4 OGENL 12R27

OFFICE GEN OGENL 11R43

11R43

STORAGE SGENL OPT 11W20A

0-A3

0-F1

12R25

12R24

12R23

0-A3

STORAGE SGENL 12R28

11W34A 0-A3 0-A6 0-A3 0-A3

0-A3

0-F1 12C01B

HALLWAY CORRD 12C01

FHVC

PATIENT TLT TLPAT 11B36

0-A3

0-A3 0-F2

OFFICE 3 OGENL 12R25

11R32

EXAM 11 - OPT EXSLN 11R19

OFFICE GEN -OPT OGENL 11R18

OFFICE 2 OGENL 12R24

HALLWAY CORRD 11C13

EXAM 3 - OPT EXSLN 11R10

0-A3 STAFF TOILET 11B35 TLSTF B 11B35 APRFX

O. P. Q.

0-F1

OPROV SHR 11R17A OPROV SHR 11R17B

11C25

OFFICE 1 OGENL 12R23

11R10

0-A3

OPROV SHR 11R16B

0-A3 0-A3

12R22A

OPROV SHR 11R15B

EXAM 6 - LONG LANE EXLLN 11R33

12R22B

0-A3 OPROV SHR 11R16A

OPROV SHR 11R15A

HALLWAY CORRD 11C20

0-A3

11R15

0-A3

OFFICE OPROV 11R14

STORAGE SCOAT 11W13B

11R11

0-A3 EXAM 4 - OPT EXSLN 11R11

0-A3

0-F1

0-A3

11R12

STAFF LOUNGE LNGST 12R22B

AMENITY AMENR 11W13A

TESTING 4 OPT TRGEN OCT 11R12 STAFF LOUNGE LNGST 12R22A

11R33

0-F2

0-F1 0-A3

11R14

0-F1

11C13B

12C01A

2' - 6"

56' - 0"

LEVEL 5 - ROOF 54' - 0"

National Facilities Services Post Office Box 12916 Oakland, California 94604

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

LEVEL 06 MECHANICAL SCREEN 65' - 6"

13' - 6"

H. I. J. K. L. M.

1" = 1'-0"

E.6

13' - 6"

PHARMACY

7' - 0" TYP

OPTOMETRY 1 1A331

PARAPET

13' - 6"

VISION ESSENTIALS

3 1A321 2 1A331

F.7

D.8

13' - 6"

C. D.

28' - 6"

E.6 E.3 E.2

13' - 6"

29' - 6"

3' - 0" TYP

ROI/PATIENT RELATIONS/ BUSINESS OFFICE

1 -

1 1A241A

59' - 0"

G F

13' - 6"

1/16" = 1'-0"

LEVEL 06 MECHANICAL SCREEN 65' - 6"

11' - 6"

GRAPHIC SCALES:

5' - 0" TYP

29' - 6"

2016-103952 CI

1A241A

A REDUCED PRINT - SCALE ACCORDINGLY

3" = 1'-0"

REFER TO SHEET 1G103 FOR TYPICAL SYMBOLS AND ABBREVIATIONS SEE PLUMBING AND ELECTRICAL DRAWINGS FOR FIXTURES, ACCESSORIES, AND ASSOCIATED PIPING. PATCH PENETRATIONS OF RATED ASSEMBLIES WITH EQUAL OR HIGHER RATED UL TESTED FIRESTOPPING SYSTEMS. SEE MECHANICAL DRAWINGS FOR HVAC EQUIPMENT AND ASSOCIATED DISTRIBUTION SYSTEMS. SEE ELECTRICAL DRAWINGS FOR FIXTURES, DEVICES, AND ASSOCIATED DISTRIBUTION SYSTEMS. DIMENSIONING IS TO FACE OF STUD (F.O.S.), TO FACE OF CONCRETE (F.O.C.) OR TO GRID LINES U.O.N. ("CLR" INDICATES A REQUIRED CLEAR DIMENSION BETWEEN FINISHED SURFACES "MIN" INDICATES A MINIMUM BETWEEN FINISHED SURFACES.) SEE WINDOW & DOOR SCHEDULE FOR ALL WINDOW & DOOR TYPES. FOR INTERIOR WINDOW SCHEDULE SEE SHEET 1A831 & FOR DOOR SCHEDULE SEE SHEETS 1A931 - 1A934. EXTEND FIRE RATING ASSEMBLY AROUND RECESSED EQUIPMENT AND ACCESSORIES IN ORDER TO MAINTAIN INTEGRITY OF RATED WALL ASSEMBLY. ALL DOOR OPENINGS TO BE 5 IN. FROM INTERSECTING WALL, UON PROVIDE ROOM IDENTIFICATION SIGNS, TYP. COORDINATE WITH OWNER FOR ROOM NAMES. PROVIDE MOISTURE RESISTANT GYP BD AT SINK WALL FROM FLOOR TO A HEIGHT OF 4'-0" AFF FOR WALL TYPES SEE SHEET 1A911. EQUIPMENT SCHEDULE ON SHEETS 1A951 - 1A958. FOR EQUIPMENT INFORMATION, REFER TO MFR'S ANCHORAGE INFORMATION FOR LOCATION OF BACKING PLATES WHERE REQUIRED. FOR FURNITURE, SEE FURNITURE PLAN SEE INTERIOR ELEVATIONS FOR CASEWORK DIMENSIONS. AT EMPLOYEE WORK AREAS, SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL COMPLY WITH CBC SECTIONS 11B-206.2.8, 11B-207.1, AND 11B-215.3 AND SHALL BE DESIGNED AND CONSTRUCTED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER, AND EXIT THE EMPLOYEE WORK AREA. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL COMPLY WITH CBC SECTION 11B-203.9 AND 11B-402.2. FOR TYPICAL WALL OPENINGS SEE STRUCTURAL DETAIL 1/S0.03 PROVIDE ADDITIONAL LAYER OF 3/4" FIRE TREATED PLYWOOD ON ROOM SIDE ONLY AT INFORMATION TECHNOLOGY (IT ROOM) AND TELECOMMUNICATION & DATA (TELE/DATA) ROOMS. ALL SALES, RECEPTION, AND SERVICE COUNTERS ARE TO BE ACCESSIBLE, COMPLIANT WITH CBC 2013 11B-904. REFER TO DETAILS FOR POS ON SHEET 1A1053. REFER TO SHEETS 1A1016 AND 1A1017 FOR FIRESTOP WALL PENETRATION AND FLOOR PENETRATION UL APPROVED SYSTEMS

3" TYP

29' - 6"

A. B.

13' - 6"

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

13' - 6"

1" = 1'-0"

13' - 6"

3/4" = 1'-0"

.3' - 0" TYP

1/2" = 1'-0"

3' - 0" TYP

2' - 0" TYP

1/4" = 1'-0"

GENERAL NOTES

Permit No. Sheet

CITY BACKCHECK #2

IF THIS SHEET IS NOT 30"x42" , IT IS 1/8" = 1'-0"

1/16" = 1'-0"

Section:

844-940

KP Proj. No.

XXX

Chckd By

PLEASE RECYCLE

A REDUCED PRINT - SCALE ACCORDINGLY GRAPHIC SCALES:

Floor Lev:

As indicated

Drwn By

9/1/2016 11:46:43 AM

Bldg No: 01

Scale

LEVEL 01 - SECTOR A

1A241A

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

Project

0-F1

1A333

CONSULTANT SEAL

8' - 6"

1A334

IMAGING

D.5

MENS TLT TLTPUB 14B06A

0-A3

LACTATION 0-A3 LACTN 0-A3 14R07 14R07

0-F1

A D.3

17' - 1"

DRSSB 13R04C

0-A3

1A333

KEY PLAN

D ELEVATOR ELEVA 14E05A

Architect / Engineer Of Record:

14C12

13W02B

13R07

BONE DENSITY IBONE 13R07

MAMMO 2 IMAMO 13R08

1B-A3

DRSSB 13R04D

13R06

13R21 13R23A B

I-S 03

WTAGN 12L31B

0-A3L27 0-F1

12R23

14L09B

12H04

12W06A FE

13R24

CRRAD 13W09A

L2 L2

0-A3L27 L2

12W03A

12R14

12R13

12W12

2' - 6" FE

13B28

13B29B

13W23B

13W23C

WORK ROOM

DRSSB 13R04B

0-A3

13R08

C C

13R11

28' - 6" Chckd By

1" = 40'-0" PLEASE RECYCLE

Permit No. Sheet

0-A3L2

WSGEN TEC 13W10A 0-A3 0-A3

CRRAD 13W11A

13R09

PROPERTY LINE

OVERALL SITE PLAN

1/4" = 1'-0"

9/1/2016 10:58:59 AM

Section:

844-940

KP Proj. No.

XXX

HALLWAY CORRD 13C05

Consultant's Project No.

1B-A3 ELECTRICAL ELECT 12R31

HALLWAY 12L31A

14' - 5 1/4"

SUB WAITNG WTASB 13L05

DRSSA 13R04A

1B-A3

13L01H

WSGEN TEC 13W05

IMAGING 2 IGENL 13R09

0-F1 0-A3

NOTE:

E.6

0-F3 EVS CLOSET EVSCL 14H13 14S14A

2B-A3

STOP

ENLARGED RAMP PLAN

Floor Lev:

As indicated

Drwn By

01 B

0-F1

0-A3 0-A3L2

0-A3 0-A3L6

STOP

1 1/2" = 1'-0"

Bldg No: 01

Scale

C:\Revit Local Files\KPSJ-Skyport_A15_Central_ADHAYAGUDE.rvt

STOP

1' - 1 1/2"

STOP

Fac No:

PROPERTY LINE

0-A3L27 I-M

0-A3L27

0-A3L2 STORAGE SGENL 13W10B WSGEN TEC 13W10

SITE PLAN

PARCEL LINE

IMAGING 1 IGENL 13R11

IMAGING

FULLY SPRINKLERED ACCESS EASMENT

FACE OF BUILDING

0-A3

0-F1

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com HMC Project No.: 1335082

CONSULTANT

0-F1

0-F3

14S14B

1B-A3

CLEAN LINEN ALINC 13W12C

ARCHITECT

SEMI-RECESSED FIRE EXTINGUISHER CABINET, SEE DETAIL 17/1A1061

E.3

14H13

SUB WAITING WTASB 13L22B

6 # LEAD LINED GYPSUM BOARD

FIRE HOSE VALVE

0-A3

0-F1

Appr.

DRINKING FOUNTAIN, S.P.D.

0-A3

FAMILY TLT TLTPUB 14B09 1B-A3

1A334

1B-A6

DRSSB 13W23D

13W23D

DRSSA 13R23A

SCA SKYPORT MOB - INTERIOR BUILDOUT Sheet Title

BIO RETENTION BASIN, SEE CIVIL DWGS

CONC WALKWAY W/ 2% MAX CROSS SLOPE

3 1A111

1B-A3

CORRIDOR CORRD 14C10

3 1A334

Date 05/03/16 08/08/16

D.4

QUE WAITING WTAGN 13L01 1B-A3 1B-A3

0-F1

I-M

Project

60"x72" CLR LANDING REQUIRMENT SHOWN DASHED

EV CHARGING STATION BASE

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

36 47

#4 REBARS @ 12" OC VERTICAL AND HORIZONTAL

HALLWAY CORRD 13C12

0-A3L6 L6

STORAGE AEQST MPL 13W12A

0-F3

WTAGN 13L01A

CORRIDOR CORRD 14C12

BLOOD DRAW BLDRR 13R24

0-A3

13B20

HALLWAY SUB WAITING 13B13 CORRD WTASB DRSSB DRSSB 13C22 13L22A 13W23B 13W23C 0-A3

C C C C

13C17B

C C C C C

C C C

C C C C C C C

C C C C C

C C C C C C C C C C

C C C C

1' - 1 1/2"

RAMP

STOP

4' - 0"

STOP

4' - 0"

20' - 10"

4' - 0"

1:12 MAX SLOPE

4' - 0"

4" MIN

C:\Revit Local Files\KPSJ-Skyport_A15_Central_mmahmood.rvt

13C12

1B-A3

0-F1

0-A3 1B-A3 0-A6

0-A6 0-A3

0-F1

ULTRASOUND IUSND 13R21

2 # LEAD LINED GYPSUM BOARD

HIGH LOW DRINKING FOUNTAIN, SEE DETAIL 10/1A1063 AND PLUMBING DRAWINGS

1B-A3

0-F3

0-F1

2 HR RATED FIRE BARRIER PRE-ENGINEERED WALL

RECEP 12W29

1B-A3

0-F3

Revisions Back Check #1 Back Check #2

NON - RATED WALL

STORAGE SGENL 12R11E

0-F1

STAFF TLT HALLWAY TLSTF CORRD 13B19 1B-A3 13C17 0-A3 13B19

PATIENT TLT TLPAT 13B13

0-F3

CONSULTANT SEAL

0-F1

No.

1 HR RATED FIRE BARRIER

1A321

0-A3 0-F1 CORRD 14L09

1B-A3

Revisions A B

CMU WALL (AS APPROVED ON CORE & SHELL PACKAGE)

0-A3 OFFICE 4 OGENL 12R27

1B-A3

RECEP 13W02

12R28

14R11FA 0-A3

CONFR LRG 14R11C

MOVEABLE PARTITIONS

0-F3

0-A3

STORAGE SGENL 12R28

1B-A3

CONFR LRG 14R11B

0-A3

1B-A3

OFFICE 2 OGENL 12R24

0-F1 12C01B 0-A3 0-A3

0-A3

FLOOR PLAN LEGEND

1B-A3 1B-A3

0-A3

LINEN PATIENT TLT 0-A3 ALINC/ALINS TLPAT 13W17B 13B20

UTILITY SOIL 13R14 UTILS SML 13R14 0-A3

Architect / Engineer Of Record:

ARCHITECT SEAL

0-A3

OFFICE 1 OGENL 12R23

0-A3 DF

PANTRY PANTC 14R11F

1B-A3

13W02A

1B-A3

29' - 6"

C C C

WSGEN 13W15

CONFERENCE CENTER

1B-A3

WAGEN CSH 13W03A

BLOOD DRAW BLDDR 13R26

13R16

0-F1

ROOM TO BE ACOUSTICALLY RATED, FULL HEIGHT WALLS REQD. OR EQUIVALENT PARTIAL HEIGHT WALLS WITH SOUND MASKING CONFR LRG 14R11A

LINEN CLEAN SLINC 12W06C

S. T. U.

STORAGE 12R02 HALLWAY SGENL CORRD 12R02 12C01

BIOMD 12W03

1B-A6

0-A3

ELECTRICAL ELECT AMENITY AMENR 13R18 13W17A 13R18

0-A3

National Facilities Services Post Office Box 12916 Oakland, California 94604

12R22B

12R22A

0-A3

HALLWAY

CLINICAL CORRD 12C09 TECHNOLOGY

0-A3

1B-A3

SECURE STOR. SSECR 12W06D

0-F1

WORK AREA WACPR MOB 13R27 0-A3

C C C C

5' - 0"

STABILIZING RODS

0-A6

0-F2

STAFF LOUNGE LNGST 12R22A

13L01

CLINICAL LAB 1B-A3

13B29C

13R27B

This document is the property of the Owner and is not to be used without owner's written permission.

Facility 82

1-1/2" DIA GALV STEEL HANDRAIL

0-A3

O. P. Q.

0-F1

24" x 24" CONC PAD FOOTING

0-A6

C C C

C C C C C C

0-A3

BOOSTER PUMP 12R07

WATER SOFTENER

HALLWAY CORRD 13C30

OFFICE GEN OGENL 0-A3 13R28

REFER TO SHEET 1G102 FOR TYPICAL SYMBOLS AND ABBREVIATIONS. SEE CIVIL DRAWINGS FOR PARKING LAYOUT, PARKING COUNT, SITE ACCESSIBILITY INFO AND SITE UTLITIES. SEE LANDSCAPE DRAWINGS FOR HARDSCAPE, PLANTING, AND IRRIGATION INFORMATION.

I. J. K. L. M.

0-A3

DROP SAFE WRDRP 12R17 12R17

WRREP SEC 12R16

0-F2

0-F1

C C C C C

C C C C C C

C C C

ALK SIDEW

NOTES 1.

D.5

PATIENT TLT SPECIMEN 13B29C TLPTS

29' - 6"

13R28

TY PER PRO

C C C C

13C30

CLINICAL LAB

SUPPLY CART SCART 12W08

0-F1

PATIENT TLT SPECIMEN TLPTS 13B29A

LINE

STOP

0-A3 0-A6

OFFICE 0-A3 OGENL 13R16

CONC RAMP W/ 2% MAX. CROSS SLOPE

EV CHARGING PEDESTAL

EV CHARGING PEDESTAL BASE PLATE WITH TUBE AND STABILIZING RODS PER MFR

BIO-HAZARDOUS STORAGE SBIOW MED GAS STORAGE 12H09 SMGAS 12W09

0-F3

PARCEL LINE

RECEVING EQUIP CHARGING AREA

FEV/LEV PARKING

STOP

FEV/LEV PARKING

FEV/LEV PARKING FEV/LEV PARKING FEV/LEV PARKING

FEV/LEV PARKING

STOP

FEV/LEV PARKING

C C C C C

FEV/LEV PARKING FEV/LEV PARKING

VAN

FEV/LEV PARKING FEV/LEV PARKING

VAN

C C

FEV/LEV PARKING

C C C

BIO RETENTION BASIN, SEE CIVIL DWGS

FEV/LEV PARKING FEV/LEV PARKING FEV/LEV PARKING FEV/LEV PARKING

3' - 0"

KEY PLAN FEV/LEV PARKING

FHVC

0-A3

HOUSEKEEPING STORAGE SHSKG 12H04

WACMP 12W06A

WORK AREA

Project Architect Approval:

PLEASE REFER TO MANUFACTURER FOR MORE INFORMATION

12W06B

EVS CLOSET EVSCL 12H15

0-A3

14R11C

STOP

TYP.

3' - 0"

Consultant's Project No.

FEV/LEV PARKING

G. H.

0-A3

WOMENS LOCKER LKRWN 0-A6 12R18 0-A3

0-A3

WSGEN CLR 12W06F

1B-A3

7 FEV/LEV PARKING

0-A6 0-A3

SECURITY SERVICES

14R11A

1' - 0"

B.6

STOP FEV/LEV PARKING

0-A3 12H15B

14R11B

C C

GUADALUPE FREEWAY

PROPERTY LINE

1' - 0"

4" TYP

FEV/LEV PARKING

EQ.

STOP

1 1A241B

0-F1

0-A3

MAIL ROOM MAILR 12R05 0-A3

STORAGE SGENL SHV 12R06

60"x72" CLR AT LANDING REQUIRMENT SHOWN DASHED

5' - 0"

STOP

VAN

FEV/LEV PARKING

1" = 1'-0" CONCRETE WALK

VAN

FEV/LEV PARKING

RAMP HANDRAIL DETAIL 3 1A111

STOP

MAIL ROOM

1A111

VAN

STOP

FEV/LEV PARKING

PIPE FOOTING

4' - 5"

VAN

FEV/LEV PARKING

1-1/2" GALVANIZED STEEL PIPE

EQ.

4 1A111

VAN

MENS TLT TSLST 12B20 0-A3

0-A3

0-F1

STOP

12R18B

0-F1

1B-A3 0-A3

PASSENGER LOADING ZONE FIRE LANE - NO PARKING PASSENGER LOADING ZONE

FEV/LEV PARKING

3' - 0"

A VAN

4" CONC RAMP AND WALK

3" DIA. PIPE SLEEVE INSERT. RECESS SLEEVE 1/4" BELOW FINISH.

1A111

FEV/LEV PARKING

NON- SHRINK GROUT O/ SLEEVE

WOMENS TLT TSLST 12B19

SHOP AREA SAGEN 12R14

OFFICE GEN. OGENL 12R13

8 1/4"

SUPPLY CHAIN & LINEN SERVICES

CONSULTANT

WORK AREA

12C09

1A333

BIO RETENTION BASIN, SEE CIVIL DWGS

R=1 1/2" TYP.

BIKE RACK

0-F1

1A332

13C17A

MOBILE MRI

MIN.

1' - 0"

"STAXI", WHEELCHAIR STORAGE RACK

B.6

HMC Project No.: 1335082

A TR

MIN.

1' - 0"

4 1A332

17' - 0"

7 1A1064

STOP

1/4" = 1'-0"

1-1/2" DIA. GALVANIZED STEEL PIPE HANDRAIL. GRIND ALL JOINTS SMOOTH.

0-F1 0-F1

17' - 0"

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

1/8" = 1'-0"

WHEELCHAIR PARKING RACK (STAXI) - ENLARGED PLAN

ARCHITECT

1' - 7 3/4"

SITE PLAN - BOLLARD LAYOUT

EXIT FROM 2ND FLOOR (I-2.1)

WAGEN ITS WORK AREA 12W12 0-A3

1B-A3

12T11

B KAISER - MOB 4-STORY +/-153,450 SF STEEL FRAME OCC TYPE: B/I-2.1/A3 CONST. TYPE: II-A FULLY SPRINKLERED

TRASH COMPACTOR

CONCRETE PAVEMENT, SEE CIVIL DWGS. CANOPY COLUMN

ENVIRONMENTAL SERVICES

SIDEWALK

TRANSFORMER

12R10A

BIO RETENTION BASIN, SEE CIVIL DWGS

BIKE RACK

GAS METER

5 STAXI CORRAL 1A111 ATTACHMENT, TYP OF 6.

TELE/DATA TELEC 12T11

2' - 6"

0-A3

PATIENT TLT SPECIMEN TLPTS 13B29B

2 1A111

12C01A

PARCEL LINE

BIO RETENTION BASIN, SEE CIVIL DWGS

16 HALF 0-A3 LOCKERS

0-A6

12R21B

0-A3 STORAGE

ELECTRICAL ELECT 12R10

L2 13W10

3'-0" CLR

STAXI CORRAL, PER MFR

1 -

STAFF AMENITIES

MENS LOCKER LKRMN 12R21

0-A3

SSECR FAC 12W14A

0-F1

1B-A3

2 1A332

3' - 0" 3' - 0"

MEMBER SERVICES (HEALTH PLAN)

SECURITY SERVICES

1A331

Appr.

4' - 6"

Date

4' - 6"

Revisions

ACCESSIBLE ROUTE FROM PUBLIC WAY

3' - 0" 3' - 0"

4' - 6"

3' - 6"

3' - 0"

(PROPOSED BUS STOP)

28' - 6"

4' - 6"

No.

SKYPORT DRIVE

PROPERTY LINE (E) SIDEWALK

CLR

C. D.

0-F2

12R21A

A Revisions

CANOPY ABOVE, SHOWN DASHED 7'-8"

4' - 10" 9'-4"

CLINICAL TECHNOLOGY

0-F2

12R16

4 1A331

A. B.

1A331

3" = 1'-0"

EDGE OF CONC

FACILITY SERVICES

1 1A332

3" = 1'-0"

GENERAL NOTES

29' - 6"

0-F1 10B 12R

28' - 6"

4' - 6"

1' - 3"

4' - 0" 3' - 0"

National Facilities Services Post Office Box 12916 Oakland, California 94604

ACCESSIBLE ROUTE SIGNAGE ACCESSIBLE SIGNAGE

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

29' - 6"

1A321 ACCESSIBLE PATH OF TRAVEL. 5% MAX. SLOPE, 2% MAX. CROSS SLOPE. (ALL FIRST FLOOR ENTRY ARE ACCESSIBLE), SEE CIVIL DWG FOR MORE INFO

STAXI ANCHORAGE DETAIL

29' - 6"

TRANSFORMER

1" = 1'-0"

28' - 6"

EXIT EGRESS TO A PUBLIC WAY PRE-DRILLED EXPANSION ANCHORS. MIN 2 PER FOOT, IN OPPOSITE HOLES. MATCH DIAMETER TO BASE PLATE HOLES

GAS METER

3/4" = 1'-0"

28' - 6"

PROPERTY LINE

14B06A

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

14B06B

1" = 1'-0"

12B20

3/4" = 1'-0"

1/2" = 1'-0"

BASE PLATE, 2-ANCHORS PER PLATE

12R18A

1/4" = 1'-0"

12R05

1/8" = 1'-0"

1/16" = 1'-0"

GRAPHIC SCALES:

A REDUCED PRINT - SCALE ACCORDINGLY

3" = 1'-0"

GRAPHIC SCALES:

1/8" = 1'-0"

1/16" = 1'-0"

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

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

3" = 1'-0"

4.0

4 1A441

K F

LEVEL 1 0' - 0"

CMU WALL SYSTEM MIXED (34% SPLIT / 33% GROUND / 33% PRECISION)

No.

Revisions

Back Check #1 Back Check #2

Date

04/11/2016 08/19/2016

1A482

Appr.

LEVEL LEVEL 1 1 0"0' - 0"

LEGEND-EXTERIOR ELEVATION SCALE: 1/8" = 1'-0" 5

LEVELLEVEL 1 1 0" 0' - 0"

1A441

4' - 9 13/32"

LEVEL LEVEL 1 1 0' - 0" 0"

1A441

13' - 6"

WINDOW SYSTEM 1

13' - 6"

3.6

5.6

6.7

1A331

MECH. SCREEN

BUILDING ELEVATION - WEST 7.5

8.6

9.4

1A331

LEVEL 06 MECHANICAL SCREEN 65' - 6"

29' - 6" 3 1A316

3' - 10" 2' - 2" 0' - 10" 5' - 7"

5' - 7"

11' - 2"

1A442

5' - 7"

5' - 7 5/8"

This document is the property of the Owner and is not to be used without owner's written permission.

LEVEL 3 27' - 0"

Project Architect Approval:

1A441

11' - 6"

Architect / Engineer Of Record:

ARCHITECT SEAL

CONSULTANT SEAL

16' - 0"

5' - 0"

K 14' - 8"

Facility

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

13' - 6"

LEVEL 3 27' - 0"

23' - 6"

LEVEL 2 13' - 6"

4 1A316

K 1 1A316

K J

F 22' - 0"

Project

SCA SKYPORT MOB: CORE AND SHELL

LEVEL 2 13' - 6"

FULLY SPRINKLERED Sheet Title

EXTERIOR ELEVATIONS

LEVEL 1 0"

LEVEL 1 0' - 0"

A 1A316

Fac No: Scale Drwn By

CMU CONTROL JOINT, TYP.

BUILDING ELEVATION - NORTH SCALE: 3/32" = 1'-0"

Bldg No: 01

As indicated XX

Chckd By

XX XX

Issue Date

08/19/16

Floor Lev: KP Proj. No. Permit No.

1A312 Of

PLEASE RECYCLE

Section:

844-940 16-101300 CI

Sheet

Sheets

CITY BACKCHECK #2

Facility

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

7 1A441

TYP

Project

1A441

1 8' - 0"

13' - 6"

K 29' - 6"

5' - 11 21/32"

ARCHITECT SEAL

LEVEL 4 40' - 6"

F 2 1A316

K I

1 1A441

C:\Revit Local Files\KPSJ-Skyport_A15_Central_jrichert.rvt

KEY PLAN

This document is the property of the Owner and is not to be used without owner's written permission.

4.0

I K

Consultant's Project No.

1 1A332

K I

9' - 0"

1A441

I K

I I

1 C5

LEVEL 5 - ROOF 54' - 0"

I I

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

LEVEL LEVEL 2 2 13' -13' 6" - 6"

1A442

ARCHITECT

LEVEL 4 40' - 6"

5' - 7 15/16"

13' - 6"

5' - 7 5/8"

WINDOW SYSTEM 1

CMU CONTROL JOINT

5' - 7"

LEVEL 1 0' - 0"

13' - 6"

5' - 7"

1A441

SCALE: 3/32" = 1'-0"

5' - 7"

LEVEL 3 27' - 0"

LEVEL 1 0"

Appr.

1A441

Project Architect Approval:

56' - 0"

PARAPET

Date

04/11/2016 08/19/2016

LEVEL 2 13' - 6"

2 1A314

3 1A314

1 1A312

Consultant's Project No.

LEVEL 2 13' - 6"

LEVEL 1 0' - 0"

11' - 2"

LEVEL 3 27' - 0"

K K

5' - 7"

HMC Project No.: 1335082

KEY PLAN

LEVEL 2 13' - 6"

5' - 7"

3' - 10"

5' - 7"

CONSULTANT

LEVEL 4 40' - 6"

5' - 7 15/16"

1A441

LEVEL 5 - ROOF 54' - 0"

I I

1A424

Back Check #1 Back Check #2

HMC Project No.: 1335082

0' - 11" 2' - 9 11/32"

A I

I 2

Revisions

A B

CONSULTANT

13' - 6"

BASEMENT -10' - 0"

2.2

LEVEL 06 MECHANICAL SCREEN 65' - 6"

3 1A315

BUILDING ELEVATION - BOH

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

1A424

LEVEL 1 0"

SCALE: 3/32" = 1'-0"

F.7

PARAPET

LEVEL 2 13' - 6"

Revisions No.

1A441

55' - 11 9/16"

E.2 E.3 E.6

56' - 0"

LEVEL 3 27' - 0"

I J

D.5 D.3D.4 E.509D.8 E

PARAPET

13' - 6"

5' - 11 21/32"

B.6 3 1A332

SIM.

6 1A441

12 1A441

11' - 6"

2 1A332

National Facilities Services Post Office Box 12916 Oakland, California 94604

WINDOW SYSTEM 1

13' - 6"

C:\Revit Local Files\KPSJ-Skyport_A15_Central_mmahmood.rvt

3' - 6 9/32"

ARCHITECT

13' - 6"

4 1A332

1 1A482 2

LEVEL LEVEL 1 1 0" 0' - 0"

SCALE: 3/32" = 1'-0"

13' - 6"

1 1A333

LEVEL 06 MECHANICAL SCREEN 65' - 6"

LEVEL 4 40' - 6"

1A482

2 1A482

13' - 6"

LEVEL 5 - ROOF 54' - 0"

1A312

1A482

2 1A482

1A482

BUILDING ELEVATION - BOH 2

1A312

11' - 6"

PARAPET 56' - 0"

9/1/2016 11:02:02 AM

1A441

6' - 0"

BUILDING ELEVATION - WEST @ VESTIBULE SCALE: 3/32" = 1'-0" 2

1A482

1A482 1

Revisions A B

DRIFT JOINT

9' - 0"

5 1A312

4.0

4 1A482

8' - 9" 3

CURTAIN WALL 3: SEE SPEC SECTION 08 44 16 - 2.03 1b

STOREFRONT 1: SEE SPEC SECTION 08 44 16 - 2.03 1a

4 1A482

0' - 11"

CMU VENEER WALL SYSTEM MIXED (34% SPLIT / 33% GROUND / 33% PRECISION)

5' - 10 5/8"

4 1A482

National Facilities Services Post Office Box 12916 Oakland, California 94604

BASEMENT -10' - 0"

CEMENT PLASTER OFF-WHITE

4 1A314

4.0 BUILDING ELEVATION - WEST @ TOILETS

SCALE: 3/32" = 1'-0"

1A312

CURTAIN WALL 2: SEE SPEC SECTION 08 44 16 - 2.03 1c

CEMENT PLASTER LIGHT TAN/ LIMESTONE

0' - 11"

LEVEL 1 0"

LEVEL 1 0' - 0"

3' - 9"

CEMENT PLASTER GRAY

12' - 7"

13' - 6"

12' - 0"

2 1A315

4 1A312

LEVELLEVEL 2 2 13' - 6"13' - 6"

13' - 6"

1 4.0

LEVEL 2 13' - 6"

CURTAIN WALL 1: SEE SPEC SECTION 08 44 16 - 2.03 1d

SCALE: 3/32" = 1'-0"

13' - 6"

LEVEL 2 13' - 6"

MECHANICAL SCREEN TYPE 1 RIBBED METAL PANEL ATTACHED TO STRUCTURAL MEMBERS

BUILDING ELEVATION - BOH 3

1A312

LEVEL 3 27' - 0"

RAINSCREEN SYSTEM TYPE 1 RIBBED METAL PANEL (CASCADE)

LEVEL LEVEL 1 1 0' 0"- 0"

6' - 0"

13' - 6"

LEVEL 4 40' - 6"

0' - 11" 2' - 9"

LEVEL 5 - ROOF 54' - 0"

3' - 10"

PARAPET

LEVEL 5 - ROOF 54' - 0"

LEVEL 4 40' - 6"

9' - 7 5/8"

LEVEL LEVEL 2 2 13' 13' - 6"- 6"

6' - 0"

60' - 0"

PARAPET

35' - 2"

1A334

B.6

LEVEL 06 MECHANICAL SCREEN 65' - 6"

0' - 11" 2' - 9"

E.6

12' - 6"

E.2 E.3 6 1A611

60' - 0"

12' - 6"

LEVEL 06 MECHANICAL SCREEN 65' - 6"

13' - 6"

D.8

E.3

13' - 6"

E.2 4

11' - 6"

D.8 E

1A482

SCA SKYPORT MOB: CORE AND SHELL

LEGEND LEVEL 1 0' - 0" 5 55' - 11 9/16"

1A441

FULLY SPRINKLERED Sheet Title

SPANDREL - SAFETY GLAZING SPEC SECTION 08 80 00 SEALED INSULATED GLASS UNIT SAFETY GLAZING SPEC SECTION 08 80 00

GLAZING TYPES - CURTAIN WALL 1

Fac No:

BRAKE METAL - MATCH MULLION FINISH

Scale

WINDOW SYSTEM 1

Drwn By

Bldg No: 01

As indicated XX

Chckd By

XX XX

Issue Date

08/19/16

Floor Lev: KP Proj. No. Permit No.

PLEASE RECYCLE

Section:

844-940 16-101300 CI

Sheet

1A431 Of

8/18/2016 4:47:58 PM

Sheets

CITY BACKCHECK #2

50'

25'

12'

50'

25'

12'

IF THIS SHEET IS NOT 30"x42" , IT IS

A REDUCED PRINT - SCALE ACCORDINGLY GRAPHIC SCALES:

1/8" = 1'-0"

1/16" = 1'-0"

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

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

A REDUCED PRINT - SCALE ACCORDINGLY

3" = 1'-0"

GRAPHIC SCALES:

1/8" = 1'-0"

1/16" = 1'-0"

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

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

5' - 0" 1' - 9" 2' - 8"

0' - 11"

3' - 10"

GLAZING PANEL

3" 12' - 7"

0' - 11" 2' - 9" 3' - 10"

0' - 11"

SEALED METAL BACKPAN FOR WEATHER ENCLOSURE

Date

Back Check #1 Back Check #2

Appr.

04/11/2016 08/19/2016

VERTICAL MULLION BEYOND

INSULATION

CURTAIN WALL 1 - 11" THICKEND MULLION

1A441

SCALE: 3" = 1'-0"

TYP

1A441

KEY PLAN

SCALE: 3" = 1'-0"

1A441

INTERIOR SEALANT AND BACKERROD GYPSUM BOARD

GYPSUM BOARD INTERIOR SEALANT AND BACKER ROD

SHIM PER MANUFACTURER

0' - 11"

LINE OF WATERPROOFING

SHIM PER MANUF.

FASTNER PER MANUF.

RIGID INSULATION TO FILL CAVITY

12' - 7"

FASTNER PER MANUFACTURER SHIM PER MANUF. CURTAIN WALL SYSTEM 1 JAMB

EXTERIOR SHEATHING

PLASTER J MOLD

1A443

6' - 0"

SCALE: 3" = 1'-0"

INTERIOR SEALANT AND BACKER ROD

LEVEL 4 40' - 6"

12' - 7"

CURTAIN WALL 1 - JAMB @PERP. PLASTER

FASTNER PER MANUF.

1A443

2' - 9"

2' - 9" 7

Consultant's Project No.

CURTAIN WALL 1 - 22" THICKEND MULLION

2 HR FIRE RATED BARRIER PER CORE AND SHELL PAN

1A443

LEVEL 4 40' - 6"

6' - 0"

12' - 7"

6' - 0"

1A443

3/4" TYP.

BACKER ROD AND SEALANT CURTAIN WALL SYSTEM 1 HORIZONTAL MULLION

CURTAIN WALL SYSTEM 1 HORIZONTAL MULLION

SIM.

8 1A443

0' - 11" 3' - 10"

0' - 11"

0' - 11" 3' - 10"

0' - 11"

1A443

6' - 0"

12' - 7"

6' - 1"

12' - 7"

6' - 0"

12' - 7"

6' - 0"

8 1A443

GALV. "Z" FLASHING

RIGID INSULATION

CONSULTANT

WINDOW SYSTEM 3

1A443

HMC Project No.: 1335082

CEMENT PLASTER

SEALED METAL BACKPEN FOR WEATHER INCLOSURE

SEALANT Consultant's Project No.

ARCHITECT

GYPSUM BOARD EXTERIOR SHEATHING

RIGID INSULATION

BRAKE METAL CAP PROVIDED BY WINDOW MANUFACTURER

2HR FB

TYP

SHIM PER MANUFACTURER FLASHING

LINE OF WATERPROOFING PLASTER J MOULDING

METAL PANEL INFILL BY WINDOW MANUFACTURER

8' - 9"

6' - 0"

EXTERIOR SHEATHING AIR/WATER BARRIER MEMBRANE

CEMENT PLASTER ASSEMBLY This document is the property of the Owner and is not to be used without owner's written permission.

1A443

RIGID INSULATION FLASHING

FLAT STOCK PANEL TERMINATION ATTACH TO CURTAIN WALL SUB. STRUCTURE

CURTAIN WALL SYSTEM 1 JAMB

This document is the property of the Owner and is not to be used without owner's written permission.

PLASTER J MOLD

CEMENT PLASTER ASSEMBLY

LEVEL 3 27' - 0"

0' - 11"

EXTERIOR SEALANT WITH BACKER ROD

1A443

ARCHITECT SEAL

CURTAIN WALL 1 - JAMB @ PLASTER 2

1A441

SCALE: 3" = 1'-0"

BACKER ROD AND EXTERIOR SEALANT Architect / Engineer Of Record:

CURTAIN WALL 1 - JAMB @ PERP. METAL PANEL

1A441

SCALE: 3" = 1'-0"

CURTAIN WALL 1 - JAMB @ PLASTER

1A441

CURTAIN WALL SYSTEM 1 SILL

1A1073

SHIM PER MANUF.

35 WINDOW SYSTEM 3

1A443

LEVEL 1 0' - 0"

WINDOW SYSTEM 4

4' - 9 1/16"

As indicated

Drwn By

1A443

1A443 S 19 WINDOW SYSTEM 3

WINDOW SYSTEM 3

S 18

50'

25'

12'

Section:

KP Proj. No.

844-940

XX XX

Issue Date

08/19/16

1A433 Of

16-101300 CI

Sheet

Chckd By

Sheets

CITY BACKCHECK #2

PLEASE RECYCLE

Floor Lev:

Permit No.

WINDOW SYSTEM 3

8/18/2016 4:48:09 PM

Bldg No: 01

Scale

1A443

WINDOW SYSTEM 4

GLAZING TYPES - CURTAIN WALL 3 Fac No:

LEVEL 1 0' - 0"

CURTAIN WALL SYSTEM 1 SILL

HORIZONTAL MULLION BEYOND

SHIM PER MANUF. OUTSIDE FACE OF JAMB (WALL SIDE)

SLAB

EXTERIOR SEALANT WITH BACKER ROD, PROVIDE WEEP HOLE.

STEEL SLAB ANCHOR, ATTACHED TO FACE OF SLAB EDGE.

MANUFACTURER'S PROPRIETARY HIGH PERFORMANCE FLASHING

FIRE SAFING HORIZONTAL MULLION BEYOND

Facility

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

GALV. SHEET METAL CURB FLASHING

3/4" TYP.

0' - 11"

FULLY SPRINKLERED Sheet Title

7' - 0" 1' - 7 5/16" 3' - 1 3/4"

WINDOW SYSTEM 4

WINDOW SYSTEM 3

S 17 WINDOW SYSTEM 3

S 24 WINDOW SYSTEM 3

12' - 10"

2' - 0"

12' - 10"

7' - 0"

LEVEL 1 0' - 0"

WINDOW SYSTEM 4

1A443

6 1A443

7' - 0"

8' - 0"

LEVEL 1 0' - 0"

INTERIOR SEALANT

1" MIN.

SCA SKYPORT MOB: CORE AND SHELL

MANUFACTURER'S PROPRIETARY HIGH PERFORMANCE FLASHING EXTERIOR SEALANT WITH BACKER ROD, PROVIDE WEEP HOLE. HEIGHT PER EDGE OF SLAB PLAN

5' - 10"

LEVEL 1 0' - 0"

GLAZING PANEL BEYOND

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

Project

7 1A443

1A443

LEVEL LEVEL 1 1 0" 0' - 0"

Facility

LEVEL 2 13' - 6"

0' - 11" 3' - 10"

0' - 11"

LEVEL 2 13' - 6"

0' - 11" 3' - 10"

0' - 11"

LEVEL 2 13' - 6"

1A443

C:\Revit Local Files\KPSJ-Skyport_A15_Central_jrichert.rvt

2' - 9"

0' - 11" 2' - 9"

5' - 10"

3' - 10"

0' - 11"

LEVEL 2 13' - 6"

2' - 0"

5' - 10"

2' - 0"

12' - 10"

LEVEL 2 13' - 6"

0' - 11" 3' - 10"

0' - 11"

LEVEL 2 13' - 6"

3' - 10"

0' - 11"

2' - 9"

0' - 11" 2' - 9"

2' - 9"

0' - 11"

2' - 10" 2' - 0"

C:\Revit Local Files\KPSJ-Skyport_A15_Central_jrichert.rvt

19 1A443

MECHANICAL FASTENER PER MANF. RECOMMENDATIONS

1 1/2" MIN. WELD

Project

MECHANICALLY FASTENED ROOFING MEMBRANE FULLY ADHEARED ROOFING MEMBRANE

CONTINUOUS

SCA SKYPORT MOB: CORE AND SHELL

MECHANICALLY FASTENED ROOFING MEMBRANE FULLY ADHEARED ROOFING MEMBRANE

FULLY SPRINKLERED Sheet Title

EXTERIOR DETAILS - WINDOW

RIGID INSULATION

GLAZING PANEL BEYOND TRAFFIC SEALANT

Fac No:

UL ASSEMBLY CW-D-1015

LINE OF WATERPROOFING

FASTNER PER MANUF.

CURTAIN WALL 1 - ANCHOR @ SLAB - JAMB

1A441

SCALE: 3" = 1'-0"

CURTAIN WALL 1 - SILL @ CURB

1A441

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

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

50'

25'

12'

14 1A442

CITY BACKCHECK #2

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

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

GALV. Z FLASHING EXTERIOR SHEATHING RIGID INSULATION PLASTER J MOLD PROVIDE END-DAMS AT FLASHING TERMINATIONS CEMENT PLASTER ASSEMBLY

A. B. C.

1 3/4"

D. E.

FLASHING PER CURTAIN WALL MANUFACTURER EXTERIOR SEALANT

G. H.

1/2"

DRYWALL J MOLDING

3 1/2"

HEIGHT PER EDGE OF SLAB PLAN

CONTINUOUS HOT AIR WELD. TPO MEMBRANE

CURTAIN WALL SYSTEM 2 HEAD

1 1/2" MIN. WELD CONTINUOUS

MINERAL WOOL INSULATION

MECHANICALLY FASTENED ROOFING MEMBRANE FULLY ADHERED ROOFING MEMBRANE

EXTERIOR SEALANT WITH BACKER ROD CURTAIN WALL 2 HEAD

I. J. K. L. M.

National Facilities Services Post Office Box 12916 Oakland, California 94604

BRAKE METAL BY CURTAIN WALL MANUFACTURER

Revisions

A B

Back Check #1 Back Check #2

Date

04/11/2016 08/19/2016

N. O.

Appr.

06.02 06.04 06.06 06.11 06.12 06.14

1 1A442

1A442

SCALE: 1" = 1'-0"

CURTAIN WALL 2 - HEAD @ PLASTER SOFFIT

1A442

SCALE: 3" = 1'-0"

8 1A442

CURTAIN WALL 2 - HEAD @ PARAPET SCALE: 3" = 1'-0"

CORNER CONDITION AT CAFE ROOF, SEE 16 14 1A442

ARCHITECT

CURTAIN WALL SYSTEM 2 HORIZONTAL MULLION

11.24

EXTERIOR SHEATHING

VERTICAL MULLION BEYOND

1' - 10"

INSULATION

VERTICAL MULLION BEYOND

7.5

08.02

9 3/4"

SEALED METAL BACKPEN FOR WHEATHER INCLOSURE BACKER ROD AND SEALANT

CURTAIN WALL SYSTEM 2 HORIZONTAL MULLION

Consultant's Project No.

CURTAIN WALL SYSTEM 2 HORIZONTAL MULLION

Appr.

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com HMC Project No.: 1335082

CONSULTANT

LINE OF WATERPROOFING

4' - 1 1/4"

3' - 6" EQ EQ

CASU200 3'

KEY PLAN

FLAT STOCK PANEL TERMINATION ATTACHED TO METAL PANEL SUBSTRATE METAL PANEL

11 1A442

Date 05/03/16 08/08/16

ARCHITECT

HMC Project No.: 1335082

BRAKE METAL CAP PROVIDED BY WINDOW MANUFACTURER

11.24

CONSULTANT

RIGID INSULATION GALV. "Z" FLASHING

METAL PANEL INFILL BY WINDOW MANUFACTURER

SEALED METAL BACKPAN FOR WHEATHER INCLOSURE

0' - 11"

Revisions Back Check #1 Back Check #2

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

METAL PANEL INFILL BY WINDOW MANUFACTURER

EXTERIOR SEALANT WITH BACKER ROD

No.

GYPSUM BOARD

BACKER ROD AND SEALANT CURTAIN WALL SYSTEM 2 HORIZONTAL MULLION

7 1A442

CLSW204 TYP

COTE200 & MOWC202

1A442

1' - 6"

CURTAIN WALL 2 - ISO @ CAFE ROOF

A B

12.01

SHIM PER MANUF.

Consultant's Project No.

KEY PLAN

STORAGE SGENL 12R02

08.01

TYP

CASU200

6' - 6"

National Facilities Services Post Office Box 12916 Oakland, California 94604 Revisions

BASE CABINET WITH DRAWER, SEE DETAIL 12/1A1051 BASE CABINET WITH 4 DRAWERS, SEE DETAIL 8/1A1051 UPPER CABINET, SEE DETAIL 6/1A1051 REMOVABLE ACCESS PANEL, SEE DETAIL 16/1A1051 PLASTIC LAMINATE SLOPED TOP ABOVE UPPER CASEWORK PLASTIC LAMINATE END PANEL, MATCH CASEWORK FACE FINISH, SEE DETAIL 13/1A1051 & 17/1A1051 ADA BARRIER FREE ZONE @ DOOR OPENING PER CBC 11B-404.2.4 & FIGURE 11B-404.2.4.1 30"X48" ADA CLEAR FLOOR SPACE FOR WHEELCHAIR TOP SET RESILIENT BASE, SEE FINISH SCHEDULE LINE OF GYP. BD. SOFFIT ABOVE SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI OCCUPANT LOAD SIGN, SEE DETAIL 3/1G302 OPERABLE PARTITION CEILING RECESSED 130" PROJECTOR SCREEN, SEE AUDIO B VISUAL DRAWINGS 90" WALL MOUNTED MONITOR, OFCI. S S.D AND S.E.D AUDIO VISUAL RACK, SEE AUDIO VISUAL DRAWINGS FURNITURE, SEE FURNITURE PLANS MOBILE PODIUM, OFOI HANDWASH SINK, REFER TO DETAIL 16/1A1051 AND S.P.D.

08.01 08.02 09.03 09.18 10.01 10.02 10.42 10.43 11.02 11.24 11.26 12.01 12.07 22.01

WIDTH PER EDGE OF SLAB PLAN

SPANDRAL GLASS CURTAIN WALL ASSEMBLY

KEYNOTES

Revisions No.

GLAZING

3" = 1'-0"

GENRAL NOTES

PARAPET COPING BY CURTAIN WALL MANUFACTURER

MIN.

0' - 4" 0' -

8 1A442

Sheets

IF THIS SHEET IS NOT 30"x42" , IT IS 1/8" = 1'-0"

1/16" = 1'-0"

SEALANT

0' - 1"

1A441 Of

16-101300 CI

Sheet

08/19/16

A REDUCED PRINT - SCALE ACCORDINGLY GRAPHIC SCALES:

3" = 1'-0"

MECHANICALLY FASTENED ROOFING MEMBRANE

3 3/4"

Section:

844-940

KP Proj. No. Permit No.

XX XX

Issue Date

PLEASE RECYCLE

MECHANICAL FASTENER PER MANF. RECOMMENDATIONS

1' - 3" 11 1/2"

Floor Lev:

Chckd By

SCALE: 3" = 1'-0"

8/18/2016 4:48:29 PM

IF THIS SHEET IS NOT 30"x42" , IT IS 1/8" = 1'-0"

1/16" = 1'-0"

Bldg No: 01

3" = 1'-0"

Drwn By WIDTH PER EDGE OF SLAB PLAN

CURTAIN WALL 1 - SILL @ GRADE

1A441

Scale

A REDUCED PRINT - SCALE ACCORDINGLY GRAPHIC SCALES:

CONSULTANT SEAL

INTERIOR SEALANT AND BACKERROD

1A441

LEVEL LEVEL 2 2 13' - 6" 13' - 6"

ARCHITECT SEAL

SCALE: 3" = 1'-0"

TYP

CONSULTANT SEAL

12' - 7"

6' - 0"

12' - 7"

1A443

6' - 0"

2 1A443

6' - 0"

12' - 7"

1A443

12' - 7"

6' - 0"

12' - 7"

6' - 0"

7 1A443

6' - 0"

7 1A443

12' - 7"

METAL PANEL BACKER ROD AND EXTERIOR SEALANT CURTAIN WALL SYSTEM 1 JAMB

FLASHING

Architect / Engineer Of Record:

1A443 7

Project Architect Approval:

2' - 9" 49' - 6"

0' - 11"

0' - 11" 3' - 10"

0' - 11"

LEVEL 3 27' - 0"

0' - 11" 3' - 10"

2' - 9"

56' - 0"

2' - 9" 54' - 3" 7

LEVEL 3 27' - 0"

0' - 11" 3' - 10"

0' - 11"

56' - 0"

LEVEL 3 27' - 0"

3' - 10"

0' - 11"

0' - 11" 2' - 9"

2' - 9"

56' - 0"

LEVEL 3 27' - 0"

0' - 11" 3' - 10"

0' - 11"

49' - 6"

0' - 11"

3' - 10"

0' - 11"

LEVEL 3 27' - 0"

3' - 10"

55' - 6"

2' - 9"

0' - 11" 2' - 9"

Project Architect Approval:

LEVEL LEVEL 3 3 27' - 0" 27' - 0"

Appr.

04/11/2016 08/19/2016

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

SEALED METAL BACKPAN FOR WHEATHER INCLOSURE

0' - 11"

1' - 9"

1A443

LEVEL 4 40' - 6"

Date

Back Check #1 Back Check #2

SCALE: 3" = 1'-0"

VERTICAL MULLION BEYOND

1' - 10"

12' - 7" 1A443

0' - 11"

1' - 9" 0' - 11" 3' - 10"

0' - 11"

6' - 0"

TYP

2' - 9"

0' - 11" 2' - 9"

CONSULTANT

5' - 0"

1A443

Revisions

A B

CURTAIN WALL SYSTEM 1 JAMB

INSULATION

10 7 1A443

LEVEL 4 40' - 6"

3' - 10"

0' - 11"

1A441

METAL PANEL INFILL BY WINDOW MANUFACTURER SEALANT

KEY PLAN

0' - 11" 3' - 10"

0' - 11" 12' - 6 15/16"

6' - 0"

4' - 9 1/16"

1A443

LEVEL 4 40' - 6"

0' - 11" 3' - 9"

0' - 11"

TYP

4' - 9 1/16"

1A443

LEVEL 5 - ROOF 54' - 0"

1A443

2' - 9"

0' - 11" 2' - 9"

LEVEL 5 - ROOF 54' - 0"

9' - 6 1/8"

0' - 11" 3' - 9 15/16" 1' - 9 1/16"

1' - 9" 12' - 7"

0' - 11" 3' - 10"

0' - 11"

LEVEL 5 - ROOF 54' - 0"

1A443

LEVEL 4 40' - 6"

3' - 10"

0' - 11"

TYP

8' - 9"

6' - 0"

4' - 6"

0' - 11" 12' - 7"

2' - 9" 3' - 10"

TYP

11 1A443

LEVEL LEVEL 4 4 40' - 6" 40' - 6" 8

1' - 9"

1' - 3" 1' - 3" 0' - 11"

3' - 10" 6' - 0"

TYP

5' - 0" 5' - 0"

LEVEL 5 - ROOF 54' - 0" 5' - 0"

1A443

0' - 11"

4' - 9 7/16"

SIM.

4 1A443

LEVEL LEVEL 5 - ROOF 5 - ROOF 54' - 0" 54' - 0"

12' - 7"

5' - 0"

SCALE: 3" = 1'-0"

CURTAIN WALL SYSTEM 1 HORIZONTAL MULLION

LEVELLEVEL 2 2 13' - 6"13' - 6"

0' - 11"

1A443

1A441

HMC Project No.: 1335082

3' - 10"

15 1A443

1A443

0' - 11" 2' - 9"

TYP

3' - 10"

6' - 0"

TYP

No.

CURTAIN WALL 1 - HEAD @ PLASTER SOFFIT

BACKER ROD AND SEALANT

TYP

SCALE: 3" = 1'-0"

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

3' - 10"0' - 11"

14 1A443

Revisions

CURTAIN WALL SYSTEM 1 HEAD

1" INSULATED GLASS

CURTAIN WALL 1 - JAMB @ PERP. CMU VENEER

CURTAIN WALL SYSTEM 1 HORIZONTAL MULLION

1A443

12' - 7"

TYP

1A441

ARCHITECT

S 11 WINDOW SYSTEM 3

1A443

CURTAIN WALL 1 - ANCHOR @ SLAB, INT.

FASTNER PER MANUF.

0' - 11"

6' - 0"

7 1A443

1A442

LEVEL 1 0' - 0"

1A443

EXTERIOR SEALANT WITH BACKER ROD

AIR/WATER BARRIER MEMBRANE

12' - 7"

0' - 11" 2' - 9"

BRAKE METAL - MATCH MULLION FINISH SIM.

CEMENT PLASTER ASSEMBLY

NOTES

CURTAIN WALL SYSTEM 1 JAMB AIR GAP CMU VENEER FLASHING

CURTAIN WALL SYSTEM #1

LEVEL 3 27' - 0"

3' - 10"

SPANDREL - SAFETY GLAZING SPEC SECTION 08 80 00

EXTERIOR SHEATHING

HORIZONTAL MULLION

Revisions

A B

National Facilities Services Post Office Box 12916 Oakland, California 94604

PLASTER J MOLD PROVIDE END-DAMS AT FLASHING TERMINATIONS

RIGID INSULATION

6' - 0"

47' - 0"

0' - 11"

2' - 9"

3' - 10" 9' - 0"

26' - 6 3/4"

0' - 11" 3' - 10" 9' - 0"

No.

FASTNER PER MANUF. GALV "Z" FLASHING

FLOOR FINISH INSULATION

EXTERIOR

LEVEL 2 13' - 6"

LEGEND SEALED INSULATED GLASS UNIT SAFETY GLAZING SPEC SECTION 08 80 00

SLAB

Revisions

LEVEL 4 40' - 6" 0' - 11"

12' - 7"

6' - 0"

2 1A443

RIGID INSULATION BEYOND

HORIZONTAL MULLION BEYOND FIRE SAFING, SEE 5 / 1A445 6 / 1A445

National Facilities Services Post Office Box 12916 Oakland, California 94604

2 1A443

DRYWALL J MOULDING

TYP

1A443

6' - 0"

0' - 2 3/4" 3' - 10"

0' - 2 3/4"

RIGID INSULATION

SHIM PER MANUFACTURER

INTERIOR

1HR SH

TYP

12 1A443

3" = 1'-0"

KEYNOTES

1HR SH

9 1A445 5' - 0"

LEVEL 5 - ROOF 54' - 0"

CURTAIN WALL 2 - 11" THICKEND MULLION

1A442

SCALE: 1" = 1'-0"

1A442

SCALE: 3" = 1'-0"

7 1A442

CURTAIN WALL 2 - 22" THICKEND MULLION SCALE: 3" = 1'-0"

1A442

CURTAIN WALL 2 - JAMB @ PERP. METAL PANEL

SCALE: 3" = 1'-0"

10.42

10.43

10.42

10.43

10.42

CLSW204 TYP

MIN

CURTAIN WALL 2 - ISO @ THRIVE STAIR

2'-0" CLR

CURTAIN WALL SYSTEM 3 JAMB

COWA203

LINE OF SLAB EDGE BELOW

COTE200 & MOWC202

CURTAIN WALL 2 - 12" THICKEND MULLION

1A442

SCALE: 3" = 1'-0"

1A442

SCALE: 3" = 1'-0"

6 1A442

CURTAIN WALL 2 - JAMB @ PLASTER SCALE: 3" = 1'-0"

1A442

INTERIOR PARTITION AT SINGLE MULLION

ARCHITECT SEAL

This document is the property of the Owner and is not to be used without owner's written permission.

TYP

CONSULTANT SEAL

Project Architect Approval:

09.18

09.18 09.03

SCALE: 3" = 1'-0"

CONFR LRG 14R11A

CONFR LRG 14R11B

Architect / Engineer Of Record:

CONFR LRG 14R11C

ARCHITECT SEAL

1B/ 1A7111

CURTAIN WALL 2 - JAMBS @ OUTSIDE CORNER

Architect / Engineer Of Record:

31' - 9"

6' - 5 1/4"

TYP

2' - 10"

CURTAIN WALL SYSTEM 3 JAMB EXTERIOR SEALANT WITH BACKER ROD

CURTAIN WALL SYSTEM 2 JAMB

08.01

12.01

BOEL200 BEHIND SCPR236

BRAKE METAL CAP PROVIDED BY WINDOW MANUFACTURER

11.24

COTE200 & MOWC202 PLDV203

COTE200 & MOWC202

CURTAIN WALL SYSTEM 2 JAMB

ALIGN SEALANT BRAKE METAL BY CURTAIN WALL MANUFACTURER

12.01

11.02

Project Architect Approval:

1D/ 1A7111

1" GLAZING

0' - 0 1/2"

11.24

11 1/2" 1A/ 1A7111

This document is the property of the Owner and is not to be used without owner's written permission.

CEMENT PLASTER ASSEMBLY

08.02

06.06

1 3/4" 11 1/2"

PLASTER J MOLD

SEALED METAL BACKPAN FOR WHEATHER INCLOSURE

0' - 8 1/2"

2' - 9 1/2"

OVMI215

11 1/2"

WINDOW MULLION - SEE GLAZING DRAWINGS

RIGID INSULATION FLASHING

INSULATION

0' - 7 1/2"

INTERIOR SEALANT AND BACKER ROD SHIM PER MANUFACTURER

VERTICAL MULLION BEYOND

2' - 9 1/2"

5' - 7"

11 1/4"

2HR FB

ALIGN

5' - 5 3/4"

5' - 0"

ACOUSTICAL SEALANT WITH BACKER ROD.

2 HR FIRE RATED BARRIER PER CORE AND SHELL PAN

10.02

COMK215

GYP. BD

METAL PANEL INFILL BY WINDOW MANUFACTURER BACKER ROD AND SEALANT

6' - 4 1/4"

BACKER ROD AND SEALANT

BENT METAL BY CURTAIN WALL MANUFACTURER ASSEMBLY

1DD/ 1A7111

CURTAIN WALL SYSTEM #2 JAMB

22.01

34" CLR MIN

PANTRY PANTC 14R11F

1' - 0"

1" GLAZING

13' - 2"

3' - 0"

10.01

BOEL200 BEHIND THE SCREEN

CURTAIN WALL SYSTEM 2 SILL

EXTERIOR DETAILS - WINDOW Fac No:

Bldg No: 01

Scale

As indicated

Drwn By

WIDTH PER EDGE OF SLAB PLAN

CURTAIN WALL 2 - ANCHOR @ BEAM

1A442

SCALE: 3" = 1'-0"

4 1A442

CURTAIN WALL 2 - ANCHOR @ BEAM 2 SCALE: 3" = 1'-0"

1A442

CURTAIN WALL 2 - SILL @ GRADE SCALE: 3" = 1'-0"

1A442

CURTAIN WALL 2 - SILL @ STAIR CURB

XX XX

Issue Date

08/19/16

50'

25'

12'

844-940 16-101300 CI

Sheet

1A442 Sheets

CITY BACKCHECK #2

PLEASE RECYCLE

Section:

KP Proj. No. Permit No.

8/18/2016 4:48:32 PM

Chckd By

SCALE: 3" = 1'-0"

Floor Lev:

06.11

22.01

12.07

3/ 1A814

11.26

STORAGE SGENL 12R11E

D.3

1' - 5 1/2"

1' - 1"

11 1/2"

BOEL200

1C/ 1A7111

B 06.14

ALIGN TYP

1' - 8"

COTE200 & MOWC202

10.01

06.14

06.02

Project

SCA SKYPORT MOB - INTERIOR BUILDOUT

D.4

FULLY SPRINKLERED Sheet Title

30" CLR MIN.

ENLARGED PLANS & INT. ELEVATIONS - LEVEL 01

D.5

1DD

10' - 4 3/4" 8 1/4"

Fac No: 7' - 11 1/2"

2' - 2 3/4"

1' - 1 3/4"

12' - 6"

1' - 1 1/2"

1' - 1"

5' - 5 3/4"

As indicated XXX

Drwn By

Chckd By

XX XX

Issue Date

08/19/16

50'

25'

12'

1/8" = 1'-0"

1/4" = 1'-0"

CONTINUATION OF 2 1/2" METAL STUD FURRING BELOW AIR WATER BARRIER 2" RIGID INSULATION 7/8" HAT CHANNELS BRAKE METAL COVER

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

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

IF THIS SHEET IS NOT 30"x42" , IT IS GRAPHIC SCALES:

1/8" = 1'-0"

1/16" = 1'-0"

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

EXTEND TOP LAYER OF ROOFING INTO DRAIN CLAMP ASSEMBLY PER MANF. RECOMMENDATIONS

1" = 1'-0"

RIGID INSULATION

16 GAUGE ANGLE

1" GLAZING

LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING.

GYPSUM SUBSTRATES METAL FINISH PANEL

BRAKE METAL

EXTERIOR SHEATHING

SEALANT BEAD ADJUSTABLE METAL STRAP RIGID INSULATION

SINGLE PLY MEMBRANE ROOFING SYSTEM

EXTERIOR SHEATHING

GALVANIZED FLASHING SHIM AS REQUIRED

SEALANT

ROOF DRAIN WITH SUMP RECEIVER & EXTENSION SLEEVE

AIR/WATER BARRIER MEMBRANE

RIGID INSULATION

STOREFRONT SYSTEM #1 JAMB

LINE OF WATERPROOFING

16 GAUGE ANGLE GALVANIZED FLASHING PROVIDE END-DAMS AT FLASHING TERMINATIONS

GALV. SHEET METAL CURB FLASHING ON MASTIC OR BEDDING COMPOUND

SEALING MASTIC SPLIT PIPE BOOT FLASHING. OVERLAP AND CONTINUOUS WELD MIN. 1 1/2" AT SPLIT

National Facilities Services Post Office Box 12916 Oakland, California 94604

0' - 8"

GASKET

TO FILLINSULATION CAVITY RIGID GALV. "Z" FLASHING

CONTINUOUS

GROMMETED FASTENERS @ 12" O.C.

EXTERIOR SEALANT WITH BACKER ROD.

FLAT STOCK PANEL TERMINATION ATTACHED TO METAL PANEL SUBSTRATE METAL PANEL

CONCRETE PAD ON DECK

INSULATION BOARD

No. No. AA

FASTNER PER MANUF.

STOREFRONT 1 HEAD

Revisions Revisions Back Check #1 #1 Back Check

Back Check #2

Date Date 05/03/16 04/11/2016

UNDER DECK CLAMP STEEL ANGLE EACH SIDE.

APPROVED ROOFING SUBSTRATE

STOREFRONT 1 - COLUMN COVER

STOREFRONT 1 - JAMB PERP. @ METAL PANEL

STOREFRONT 1 - JAMB @ JAMB INSIDE CORNER

1A444

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

1A444

SCALE: 3" = 1'-0"

1A444

SCALE: 3" = 1'-0"

CONTINUATION OF 2 1/2" METAL STUD FURRING BELOW AIR WATER BARRIER RIGID INSULATION 7/8" HAT CHANNELS AS REQ'D. (FOR RIGIDITY) BRAKE METAL COVER; ALIGN WITH FACE OF PLASTER FINISH ABOVE

8 1A444

ALUM WINDOW - HEAD AT MTL PANEL P2

4 1A444

SCALE: 3" = 1'-0"

STOREFRONT 1 - HEAD @ PLASTER SCALE: 3" = 1'-0"

National Facilities Services Post Office Box 12916 Oakland, California 94604 Revisions

AIR/WATER MEMBRANE

CK DE

2" RIGID INSULATION

DECK

No.

EXTERIOR FINISH

1 1/2" MIN. WELD, CONTINUOUS

Revisions

A B

Back Check #1 Back Check #2

Date

04/11/2016 08/19/2016

Appr.

MECHANICAL FASTENERS GALVANIZED METAL ROOF JACK W. ROUNDED CORNERS

4 1A461

3 5/8" METAL STUD FRAMING FASTENED TO JAMB STUDS 6" CURTAIN WALL MULLION 1" INSULATED GLAZING

6" METAL STUD FRAMING

CAULK JOINT

WRAP SINGLE PLY ROOFING OVER TOP OF FRAMING; 3 5/8" CHANNEL STUD TOP CLOSURE

AIR/WATER MEMBRANE, RUN OVER TOP OF WALL

ROOF INSULATION OVERFLOW PIPE TO BE THE SAME DIAMETER AS ROOF DRAIN (SEE PLUMBING DRAWINGS)

GYPSUM BOARD

STOREFRONT SYSTEM 1 JAMB

CEMENT PLASTER

MECHANICAL FASTENER PER MANF. RECOMMENDATIONS EDGE SEALANT

CONTINUOUS

Appr.

08/19/2016

STOREFRONT 1 HEAD

GYPSUM BOARD

SHIM PER MANUF.

TOP CHANNEL

COUNTERFLASHING SKIRT FULLY ADHERED MEMBRANE 3" MIN. -8" MAX. 1 1/2" MIN. WELD

Revisions

FIREPROOFING

FULLY ADHERED MEMBRANE ON INSIDE FACE OF WALL; SHEATHING BELOW ROOF MEMBRANE, MECH. FASTENED ON HORIZONTAL ROOF SURFACE ROOF INSULATION

APPROPRIATE FASTENERS @ 6" O.C.

MECH. FASTENERS AND BASE PLATE, MIN. 4 FASTENERS AROUND PENETRATION EDGE SEALANT SINGLE PLY ROOFING MEMBRANE

1 1/2" MIN. WELD

ALIGN

HSS COLUMN PER STRUCTURAL 5/8" TYPE X GYPSUM BOARD

ROOF DRAIN / OVERFLOW DRAIN

TYPICAL ROOF VENT PENETRATION

ROOF FLASHING AT EQUIPMENT PAD

1A461

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

1A461

SCALE: 3" = 1'-0"

1A461

SCALE: 3" = 1'-0"

7 1A461

ROOF - TPO MEMBRANE @ HIGH COPING SCALE: 3" = 1'-0"

ROOF - TYP. PARAPET ASSEMBLY - SPANDREL

1A461

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

GYPSUM BOARD STOREFRONT 1 JAMB

GYPSUM BOARD EXTERIOR SHEATHING LINE OF WATERPROOFING MEMBRANE

SLOPE

19 1A461

GALV. "Z" FLASHING PLASTER J MOULDING

RIDGID INSULATION

1 1/2" MIN. WELD

KEY PLAN

ALUM WINDOW - JAMB AT MTL PANEL P2

STOREFRONT 1 - JAMB @ MTL PANEL

1A444

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

1A444

SCALE: 3" = 1'-0"

1A444

SCALE: 3" = 1'-0"

7 1A444

STOREFRONT 1 - JAMB @ METAL PANEL SCALE: 3" = 1'-0"

MECHANICAL FASTENER PER MANF. RECOMMENDATIONS EDGE SEALANT

APPROVED ROOFING SUBSTRATE

1A444

STOREFRONT 1 - JAMB @ PERP. PLASTER SCALE: 3" = 1'-0"

18 1A461

ROOF DRAIN ENLARGED PLAN

SCALE: 1" = 1'-0"

1A461

ROOF MEMBRANE, MECH. FASTENED ON HORIZONTAL ROOF SURFACE

AIR/WATER MEMBRANE

WRAP AIR/WATER MEMBRANE

2" RIGID INSULATION

ROOF INSULATION

EXTERIOR FINISH

Consultant's Project No. KEY PLAN

6" METAL STUD FRAMING

RIGID INSULATION OVER CONCRETE FILLED METAL DECK

HMC Project No.: 1335082 CONSULTANT FULLY ADHERED MEMBRANE ON INSIDE FACE OF WALL TO WRAP OVER TOP AND DOWN OUTSIDE FACE OF WALL 1/2" BELOW NAILER

SINGLE PLY ROOF MEMBRANE ADHESIVE

SHEET METAL DUCT (SEE MECH)

TAPER TOP LAYER OF INSULATION 1" TO DRAIN

STOREFRONT SYSTEM 1 JAMB

FLAT STOCK PANEL TERMINATION ATTACHED TO METAL PANEL SUBSTRATE

CONTINUOUS

FULLY ADHERED SINGLE PLY ROOF MEMBRANE, RUN OVER TOP OF WALL

ROOF INSULATION

Consultant's Project No.

METAL PANEL

STOREFRONT 1 - OUTSIDE CORNER

1 1/2" MIN. WELD CONCRETE CURB ON DECK

CEMENT PLASTER

OUTSIDE

5/8" TYPE X GYPSUM BOARD

COUNTERFLASHING SKIRT FULLY ADHERED MEMBRANE 3" MIN. -8" MAX.

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

6 1A461

GROMMETED FASTENERS @ 12" O.C.

EDGE SEALANT SINGLE PLY ROOF MEMBRANE

ARCHITECT

TOP CHANNEL

APPROPRIATE FASTENERS @ 6" O.C.

WOOD NAILER FULLY ADHERED SINGLE PLY ROOF MEMBRANE

CONTINUOUS 3" MIN - 8" MAX

RIGID INSULATION

METAL PANEL

GROMMETED FASTENERS @ 12" O.C. GALV. METAL COUNTERFLASHING SKIRT

SLOPE

CONSULTANT

COPING SPLICE, SEE DETAIL METAL COPING

GALV. SHEET METAL CURB FLASHING

VARIES 5'-0" MAX.

RIGID INSULATION

HMC Project No.: 1335082

EXTERIOR WALL FINISH OVER 2" RIGID INSULATION OVER AIR/WATER MEMBRANE OVER 5/8" SHEATHING

SUPPORT PLATE, SEE MECH.

SLOPE

*EMPTY SPACE

LIGHT GAUGE ANGLE

PREFABRICATED METAL CURB

8" MIN.

SHIM PER MANUFACTURER

1' - 6"

1570 THE ALAMEDA, SUITE 330 / SAN JOSE, CA 95126 T 408 977 9160 / www.hmcarchitects.com

GYPSUM BOARD

AIR WATER BARRIER

METAL FINISH PANEL EXTERIOR SHEATHING

FLASHING

RIGID INSULATION EXTERIOR SEALANT WITH BACKER ROD.

1' - 6"

FASTENERS @ 6" O.C.

LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING.

METAL PANEL MICROLINE END PROFILE

CHASE WALL

ANCHOR BOLT, SET NUT IN SEALANT

AIR SEAL

2' - 0"

BACKER ROD AND SEALANT

3' - 0"

SHIM AS REQUIRED

1' - 6"

16 GAUGE ANGLE

STOREFRONT 1 SYSTEM

STOREFRONT SYSTEM 1 JAMB

ARCHITECT

SHIM PER MANUFACTURER

4" Min.

FASTNER PER MANUF.

MANUFACTURER'S PROPRIETARY HIGH PERFORMANCE FLASHING

7/8" HAT CHANNELS AS REQ'D. (FOR RIGIDITY) HSS COLUMN PER STRUCTURAL FIREPROOFING EXTERIOR SHEATHING

GYPSUM BOARD

SHIM PER MANUF.

METAL COPING, SLOPE TO DRAIN

DUCT COLLAR, SEE MECH.

5' - 0"

SEALANT WITH BACKER ROD

1' - 6"

GYPSUM BOARD AIR/WATER BARRIER MEMBRANE LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING. 16 GAUGE ANGLE

8" MIN.

STRUCTURAL STUD FRAMING

4" Min.

ROOF DUCT PENETRATION

TYPICAL MECHANICAL CURB

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

1A461

SCALE: 3" = 1'-0"

6 1A461

CK DE

ROOF - TPO MEMBRANE @ LOW COPING

1 1/2" MIN. WELD, CONTINUOUS

SCALE: 3" = 1'-0"

MECHANICAL FASTENERS

SEALANT

SINGLE PLY ROOF MEMBRANE, MECHANICALLY FASTENED. 6" MIN DISTANCE FROM ROOF EDGE TO MECH. FASTENER

STOREFRONT SYSTEM #1 JAMB

FASTNER PER MANUF.

20 GA GALVANIZED SHEET METAL FLASHING

FASTNER PER MANUF. STOREFRONT 1 JAMB

AIR AND WATER BARRIER

EXTERIOR SELANT AND BACKER ROD

RIGID INSULATION

EXTERIOR SHEATHING

FLASHING

EXTERIOR SEALANT WITH BACKER ROD

METAL FINISH PANEL

CMU ASSEMBLY

1' - 0"

1 1/2: MIN. WELD SLOPE

4" MAX.

CONTINUOUS

1 1/2" MIN. WELD CONTINUOUS

0' - 2 1/2"

1/4"

ALUMINUM SILL PAN FLASHNG EXTERIOR SEALANT WITH BACKER ROD.

0' - 4"

3/4" TYP.

CONTINUOUS

STOREFRONT 1 - JAMB @ 3"CMU VENEER

0' - 4" 7/8" GALVANIZED HAT CHANNEL WALL FRAMING

EDGE SEALANT SINGLE PLY ROOFING MEMBRANE

AIR/WATER MEMBRANE, LAP OVER GALV. SHEET METAL FLASHING

CUSTOM BREAK METAL FASCIA SAF FLASHING CONT. GALV. SHEET METAL FLASHING, SEAL VERTICAL LEG WITH SAF

1A444

SCALE: 3" = 1'-0"

1A444

SCALE: 3" = 1'-0"

1A444

SCALE: 3" = 1'-0"

1A444

STOREFRONT 1 - JAMB @ CMU SCALE: 3" = 1'-0"

1A444

STOREFRONT 1 - JAMB @ PLASTER

SCALE: 3" = 1'-0"

9 1A461

ROOF - GRAVEL STOP @ CMU VENEER SCALE: 3" = 1'-0"

4" TOP COURSE

EXTERIOR SHEATHING 18 GUAGE STEEL ANGLE

SCA SKYPORT MOB: CORE AND SHELL FULLY SPRINKLERED

AIR/WATER BARRIER MEMBRANE

RIGID INSULATION AIR/WATER BARRIER MEMBRANE GYPSUM BOARD

8" CMU ASSEMBLY

Sheet Title

EXTERIOR DETAILS - WINDOW Fac No:

STRUCTURAL STUD FRAMING

Scale

GYPSUM BOARD

Drwn By

9 1A444

STOREFRONT 1 - SILL @ GRADE SCALE: 3" = 1'-0"

5 1A444

STOREFRONT 1 - SILL @ CMU SCALE: 3" = 1'-0"

1 1A444

STOREFRONT 1 - SILL @ PLASTER SCALE: 3" = 1'-0"

Bldg No: 01

As indicated XX

Chckd By

XX XX

Issue Date

08/19/16

Floor Lev: KP Proj. No. Permit No.

1A444 Of

PLEASE RECYCLE

Section:

844-940 16-101300 2016-103952 CI CI

Sheet

Sheets

CITY BACKCHECK #2

EXTEND GALV SHEET MTL 12" UNDER ROOFING

1' - 0" 0' - 4"

0' - 8"

1 1/2: MIN. WELD

6" MAX.

CONTINUOUS

1 1/2" MIN. WELD CONTINUOUS

Project Architect Approval:

EXTERIOR SHEATHING APPROVED FOR TPO SUBSTRATE, TYP SINGLE PLY ROOF MEMBRANE

MECH. FASTENERS AND BASE PLATE, MIN. 4 FASTENERS AROUND PENETRATION

MECHANICAL FASTENER PER MANF. RECOMMENDATIONS

6" MIN FROM ROOF EDGE

ROOF INSULATION

EDGE SEALANT SINGLE PLY ROOFING MEMBRANE

T.O. SLAB

This document is the property of the Owner and is not to be used without owner's written permission.

Architect / Engineer Of Record:

CEMENT PLASTER ARCHITECT SEAL

9 1A461

SLOPE

TO MECH FASTENER

1 1/2" MIN. WELD

WRAP AIR/WATER MEMBRANE FULLY ADHERED MEMBRANE ON INSIDE FACE OF WALL ROOF MEMBRANE, MECH. FASTENED ON HORIZONTAL ROOF SURFACE Facility ROOF INSULATION

5 1A461

SINGLE PLY ROOF MEMBRANE

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

Project

ROOF INSULATION CMU VENEER

DECK

CK DE

MASONRY TIES @ 16" X 16" O.C. 1" AIR SPACE 2" RIGID INSULATION AIR/WATER MEMBRANE

1 1/2"

ROOF SCUPPER

ROOF - ROUND PENETRATION, TYP.

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

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SCALE: NTS

DECK

APPLY FLEXIBLE, SELF ADHERED MEMBRANE STRIPS OVER STEEL ANGLE AND RUN VERTICALLY AT ROOF EDGES TO CREATE AIR BARRIER , TYP

METAL STUD FRAMING

MIN.

8 1A461

ROOF - PARAPET @ CMU VENEER SCALE: 1 1/2" = 1'-0"

FINISH ASSEMBLY; SEE ELEVATIONS

4 1A461

6" METAL STUD FRAMING

ROOF - TPO MEMBRANE @ BASE SCALE: 3" = 1'-0"

SCA SKYPORT MOB: CORE AND SHELL

DENSDECK TYP SYBSTRATE AT ROOFING MEMBRANE ONLY

FULLY SPRINKLERED 1 1/2" MIN. WELD, CONTINUOUS

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EXTERIOR SHEATHING

CAULK JOINT

PRE-FORMED PVC-COATED SHEET METAL SCUPPER

CONSULTANT SEAL

CONTINUOUS GALVANIZED METAL FLASHING & COUNTER FLASHING

CONTINUOUS

DECK

INSULATION BOARD

RIGID INSULATION

8/18/2016 4:48:59 PM

COPING SPLICE, SEE DETAIL METAL COPING

ROOF - TPO @ INT. TERMINATION

0' - 4"

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

Project

LAP S.A.F MEMBRANE FLASHING OVER A.W.B AND WRAP INTO OPENING EXTERIOR SHEATHING

METAL STUD FRAMING GYPSUM BOARD

TRAFFIC SEALANT

RIGID INSULATION AIR/WATER BARRIER MEMBRANE

Facility

ALIGN

PLASTER J MOLD

HEMMED DRIP EDGE, GROUT INTO CMU

THRU STRUCTURE

SLOPE >

0' - 2 1/2"

SHIM PER MANUF. METAL SILL FLASHING AT CMU

MANUFACTURER'S PROPRIETARY HIGH PERFORMANCE FLASHING LINE OF WATERPROOFING

EXTEND SINGLE PLY MEMBRANE

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

18 GUAGE STEEL ANGLE MANUFACTURER'S PROPRIETARY HIGH PERFORMANCE FLASHING

SEALANT WITH BACKER ROD.

SHIM PER MANUF. EXTERIOR SEALANT WITH BACKER ROD, PROVIDE WEEP HOLE.

METAL FINISH PANEL

4" Min.

LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING.

EXTERIOR SEALANT WITH BACKER ROD.

SINGLE PLY FLASHING MEMBRANE OVER 4" EXTENDED FLASHING

16 GUAGE STEEL PLATE

EXTERIOR WALL FINISH OVER 2" RIGID INSULATION OVER AIR/WATER MEMBRANE OVER 5/8" SHEATHING

SCALE: 3" = 1'-0"

T.O. STUD SEE ROOF PLAN

SEALING MASTIC SPLIT PIPE BOOT FLASHING. OVERLAP AND CONTINUOUS WELD MIN. 1 1/2" AT SPLIT

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

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APPROVED ROOFING SUBSTRATE 6" METAL STUD FRAMING FINISH ASSEMBLY; SEE ELEVATIONS

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STOREFRONT SYSTEM 1 SILL

INTERIOR SEALANT

SHIM AS REQUIRED

SCALE: 3" = 1'-0"

ROOF - SQUARE PENETRATION, TYP.

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PARAPET AND COPING PER 5/8" GYPSUM SHEATHING

C:\Revit Local Files\KPSJ-Skyport_A15_Central_jrichert.rvt

STOREFRONT SYSTEM 1 SILL

18 GUAGE ANGLE

ALUM WINDOW - SILL AT MTL PANEL P2

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

GYPSUM BOARD GYPSUM BOARD

16 GUAGE STEEL PLATE

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OVERFLOW ROOF SCUPPER

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SINGLE PLY ROOF MEMBRANE, FULLY ADHERED SINGLE PLY MEMBRANE ADHESIVE

SEALANT BEAD ADJUSTABLE METAL STRAP

STOREFRONT SYSTEM 1 SILL

ROOF - TYPICAL PARAPET ASSEMBLY - LOW

TERMINATION BAR, FASTENERS @ 12" O.C., MIN 1/4" GAP BETWEEN SECTIONS 2 PIECE COUNTERFLASHING, FASTENERS @ 12" O.C.

PRE-FORMED PVC-COATED SHEET METAL SCUPPER

CONSULTANT SEAL

SCALE: 3" = 1'-0"

GYPSUM BOARD GALVANIZED FLASHING

4" Min.

ARCHITECT SEAL

BACKING STRAP SEALANT MASTIC

2" RIGID INSULATION

DECK

16 GA STEEL ANGLE AT SLAB EDGE

VENTED J MOULDING

SEALANT BEAD

DECK

STOREFRONT 1 - JAMB @ MTL PANEL P2

SEALANT APPROVED FASTENERS @ 12" O.C.

RIGID INSULATION

Architect / Engineer Of Record:

FIRE SAFING AT SLAB EDGE

EXTERIOR SHEATHING

Project Architect Approval:

STOREFRONT 1 JAMB

STOREFRONT 1 - JAMB PERP. @ CMU

METAL STUD FRAMING CEMENT PLASTER AIR/WATER MEMBRANE, LAP OVER J MOULD

MECH. FASTENERS AND BASE PLATE, MIN. 4 FASTENERS AROUND PENETRATION

CMU ASSEMBLY SHIM PER MANUF.

4 1A461

CUSTOM BREAK METAL FLASHING & FASCIA

INSULATION BOARD

This document is the property of the Owner and is not to be used without owner's written permission.

GALVANIZED FLASHING

1 1/2" MIN. WELD

CONTINUOUS

VARIES

RIGID INSULATION

1 1/2" MIN. WELD

ROOF INSULATION

SQUARE SPLIT PIPE BOOT FLASHING

5'-0" TYP.

STOREFRONT 1 JAMB

6" PEEL & STICK EPDM FLASHING AROUND TOP OF FLASHING BOOT. LAP 3" ONTO FLASHING BOOT. APPLY EPDM TAPE PRIMER ONTO ALL SURFACES COMING INTO CONTACT WITH EPDM.

EXTEND GALV SHEET MTL 12" UNDER ROOFING

0' - 8"

LINE OF WATERPROOFING

16 GAUGE ANGLE

0' - 4"

SHIM PER MANUF.

0' - 2 1/2"

LINE OF WATERPROOFING

0' - 4"

RIDGID INSULATION

18 GA SHEET METAL ANGLE

EXTEND SINGLE PLY ROOFING MEMBRANE

LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING.

SEALANT WITH BACKER ROD. GYPSUM BOARD METAL STUD FRAMING

4" Min.

SINGLE PLY FLASHING MEMBRANE OVER 4" EXTENDED FLASHING

EXTERIOR SHEATHING

4" Min.

AIR/ WATER BARRIER MEMBRANE

5/8" GYPSUM SHEATHING

STRUCTURAL STUD FRAMING

GYPSUM BOARD

LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING.

SHIM AS REQUIRED

LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING.

8" COVER STRIP

PARAPET AND COPING PER

STRUCTURAL STUD FRAMING

STRUCTURAL STUD FRAMING 16 GUAGE ANGLE

4" Min.

0' - 4"

GYPSUM BOARD

BACKER ROD SAF

4'-9" FROM T.O. ROOF MEMBR.

VARIES (SEE PLAN)

3" = 1'-0"

0' - 4"

LAP S.A.F MEMBRANE FLASHING OVER A.W.B. AND WRAP INTO OPENING.

1" GLAZING SHIM PER MANUFACTURER

C:\Revit Local Files\KPSJ-Skyport_A15_Central_jrichert.rvt

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

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METAL COPING, SLOPE TO DRAIN ELASTOMERIC COATING 0' - 4"

OVERFLOW DRAIN WITH 2" WATER DAM COLLAR

8" MIN.

STRUCTURAL STUD FRAMING

GYPSUM BOARD

ALIGN FACE OF BRAKE METAL W/ PLASTER ABOVE

8/18/2016 4:48:44 PM

1A7111

METAL COPING

LIGHT GAUGE ANGLE

VARIES (SEE PLAN)

2016-103952 CI

Sheet

A REDUCED PRINT - SCALE ACCORDINGLY

3" = 1'-0"

STRUCTURAL STUD FRAMING AIR/WATER BARRIER MEMBRANE

0' - 0 1/8"

4" Min.

1/16" = 1'-0"

844-940

Permit No.

IF THIS SHEET IS NOT 30"x42" , IT IS

Section:

KP Proj. No.

CITY BACKCHECK #2

PLEASE RECYCLE

A REDUCED PRINT - SCALE ACCORDINGLY GRAPHIC SCALES:

Floor Lev:

1/4" = 1'-0"

9/1/2016 11:12:06 AM

Bldg No: 01

Scale

8 PLAN & INTERIOR ELEVATIONS - LEVEL 01 CONFERENCE CENTER - CONFR

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

MOVABLE ACOUSTIC PARTITIONS

10.02

COWA203

06.04

5' - 9 3/4"

2' - 6"

06.06

COMK215 OVMI215

7' - 1 1/4"

FULLY SPRINKLERED

7' - 3 1/2"

SCA SKYPORT MOB: CORE AND SHELL Sheet Title

6' - 5"

MECHANICALLY FASTENED ROOFING MEMBRANE FULLY ADHERED ROOFING MEMBRANE

FASTENER'S PER MANUF.

HSS STEEL BEAM; SEE STRUCTURAL

Project

MECHANICALLY FASTENED ROOFING MEMBRANE

6' - 0 1/4"

TRAFFIC SEALANT LINE OF WATERPROOFING

HSS STEEL BEAM; SEE STRUCTURAL

MECHANICAL FASTENER PER MANF. RECOMMENDATIONS

CONTINUOUS

Facility

1' - 11 3/4"

MULLION CLIP, BOLTED TO BEAM

LINE OF WATERPROOFING

1 1/2" MIN. WELD

9' - 2"

MANUFACTURER'S PROPRIETARY HIGH PERFORMANCE FLASHING

2' - 10"

INTERIOR SEALANT EXTERIOR SEALANT WITH BACKER ROD, PROVIDE WEEP HOLE.

CURTAIN WALL SYSTEM 2 HORIZONTAL MULLION MULLION CLIP, BOLTED TO BEAM

3/4" TYP.

0' - 11"

SHIM PER MANUF.

INSULATION

ROOMS TO BE ACOUSTICALLY RATED, FULL HEIGHT WALLS REQD.

06.12

KAISER MEDICAL CENTER 1721 TECHNOLOGY DRIVE SAN JOSE, CA 95110

GALV. SHEET METAL CURB FLASHING CURTAIN WALL SYSTEM 2 SILL

VERTICAL MULLION BEYOND BRAKE METAL CAP PROVIDED BY WINDOW MANUFACTURER

STAIR LANDING STRINGER

9' - 0" 3 EQ.

Facility

C:\Revit Local Files\KPSJ-Skyport_A15_Central_mmahmood.rvt

MANUFACTURER'S PROPRIETARY HIGH PERFORMANCE FLASHING

METAL PANEL INFILL BY WINDOW MANUFACTURER

0' - 5 1/4"

C:\Revit Local Files\KPSJ-Skyport_A15_Central_jrichert.rvt

EXTERIOR SEALANT WITH BACKER ROD, PROVIDE WEEP HOLE.

SEALED METAL BACKPAN FOR WHEATHER INCLOSURE

HEIGHT PER EDGE OF SLAB PLAN

FLOOR LEVEL

0' - 3"

CURTAIN WALL SYSTEM 2 HORIZONTAL MULLION

11.02 2' - 0"

SHIM PER MANUF.

CONSULTANT SEAL

INT SEALANT AND BACKER ROD CURTAIN WALL SYSTEM 2 HORIZONTAL MULLION

MECHANICAL FASTENERS

METAL STUD FRAMING

Sheet Title

EXTERIOR DETAILS - ROOF Fac No: Scale

16 GA. STEEL ANGLE @ SLAB EDGE TO CAPTURE SHEATHING

1 1A461

ROOF - TYPICAL PARAPET ASSEMBLY - HIGH SCALE: 1 1/2" = 1'-0"

Bldg No: 01

As indicated

Drwn By

HMC

Chckd By

GV PG

Floor Lev: KP Proj. No. Permit No.

Section:

844-940 16-101300 CI

Sheet

1A461

Issue Date Of

PLEASE RECYCLE

Sheets

CITY BACKCHECK #2