Student Support Services Mt. San Antonio College

Mt. San Antonio Col lege - Student Support Services Schematic Design

Student Support Services Mt. San Antonio College

November 16, 2012

SCHEMATIC DESIGN REPORT

Mt. San Antonio Col lege - Student Support Services Schematic Design

Mt. San Antonio Col lege - Student Support Services Schematic Design i

Table of Contents1.1 Executive Summary

1.2 General Project Description

1.3 Programming Team

2.1 Architectural

2.1.1 Site Analysis and Design

2.1.2 Design Vision

2.1.3 Architectrual Expression

2.1.4 Materials

2.1.5 Applicable Codes and Standards

2.1.6 Occupancy and Construction Classification

2.1.7 Building Envelope Analysis

2.1.8 Sustainability

2.1.9 Accessibility

2.2 Landscape

2.3 Structural

2.4 Mechanical

2.5 Plumbing

2.6 Electrical and

2.7 Telecommunications

3.1 Project Area Summary

3.2 Program Area and Space Requirements

4.1 Code Analysis

4.2 Exiting Diagram

4.3 Plumbing Fixture Calculation

A.1 Schedule

A.2 LEED Checklist

A.3 Site Photos

A.4 Schematic Site and Floor Plans

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4

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INTRODUCTION

BASIS OF DESIGN

CODE ANALYSIS

AREA TABULATION

APPENDIX

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i i Mt. San Antonio Col lege - Student Support Services Schematic Design

Mt. San Antonio Col lege - Student Support ServicesSchematic Design 1

IntroductionEXECUTIVE SUMMARYGENERAL PROJECT DESCRIPTIONSCHEMATIC DESIGN TEAM

1

1.1 EXECUTIVE SUMMARY

HMC is currently designing the Student

Support Services Annex on the campus of

Mt. San Antonio College in Walnut. The

much needed new building will be placed

immediately adjacent to their existing Student

Services Building, and it will face the campus’

important future central landscaped quad.

Programs that will be provided within the

new three-story, 22,800 gross square foot

building include Disabled Student Programs

and Services (DSPS), Veterans Counseling

and Resource Center, the Bridge and Aspire

Programs, a Health Services Annex, and

Flexible Program Space.

Built into the campus hillside, the project will

serve as a bookend of the future quad and also

provide a new path for the disabled to traverse

the vertical changes in elevation that permeate

the Mt. SAC campus.

The Vision of HMC and Mt. SAC has been a

building designed to encourage and enhance

the use and experience of students during their

education at Mt. SAC by creating quality and

accessible environments leading ultimately to

the success of the students it serves.

While addressing the unique and specific

functions of the departments’ program, and

responding to the greater context of the built

and natural environment of campus, the

buildings architecture reflects its prominent

location on campus and expresses the value of

the program and people which it serves.

1.2 GENERAL PROJECT DESCRIPTION

The feasibility study established a diverse

program and set of specific needs for a

challenging site which would be the springboard

for the schematic design process. Through

consistent collaboration with the user group and

engineering consultants, the design solution

emerged.

Desiring to minimize non-assignable space

as well and provide autonomous entries for

individual departments, and with recognition of

the building functioning as an accessible means

of traversing the steep grades of campus, the

three story building utilizes mainly exterior

circulation on grade as well as balconies, stairs,

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2 Mt. San Antonio Col lege - Student Support Services Schematic Design

and elevators. DSPS and Veterans Services are

on the lower level, and though below grade on

the majority of the north and east sides, they

are still provided with convenient access to the

adjacent student services building and access

to the outdoor plaza and patio space. Student

Health along with Bridge and Aspire Programs

are on the second level, entering from the

northeast on grade through the buildings

breezeway. This allows for the most convenient

emergency access from the east for the Student

Health Program, as well as allowing for on

grade outdoor patio space for the Bridge and

Aspire Program to the North. The third level will

contain Flexible Program Space on the south

overlooking the large future campus green

space. It will also contain screened mechanical

spaces to eliminate rooftop air handling units.

The project utilizes a variety of suitably scaled-

outdoor spaces as an extension of the learning

and social environments.

The project will pursue LEED Silver as a

minimum. The college would like to exemplify

accessibility and equal access.

PROGRAM SUMMARY (SEE 3.1 FOR COMPLETE LIST)

- 17,240 Assignable Square Feet

- (5) Departments

- (3) Classrooms & Computer Lab

- (4) Study Centers & Open Resourse,

Peer Mentoring

- (2) Media/ Tech Support Spaces

- (3) Group Study Rooms

- (3) Health Treatment Rooms with Support

Spaces

- (23) Faculty and Counselor Offices with

Support Spaces

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3Mt. San Antonio Col lege - Student Support ServicesSchematic Design

1.3 SCHEMATIC DESIGN TEAM

Mt. San Antonio College

Anabel Perez, Coordinator, Bridge Program

Audrey Yamagata-Noji , Vice President, Student Services

Bill Eastham, Director, Technical Services

Chau Dao, Director, Financial Aid/ Veterans Services

Gary Nellesen, Director, Facilities Planing and Managment

Grace T. Hanson, Director, Disabled Students Programs & Services

Sandra Samples, Director, Student Health Services

Thomas Mauch, Dean, Counseling

HMC ArchitectsKen Salyer, AIA, Principal in Charge

Sheryl Sterry, AIA Senior Education Facilities Planner

Jason Cochran, AIA, Project Manager

Simon Solis, Project Designer

Jessica Liu, Senior Interior Designer

Susan Chiang, AIA, Interior Project Designer

P2S Engineering Inc. – Mechanical, Electrical and Plumbing EngineeringPrabu Shankar, Electrical Engineer, Project Manager

James Del Monico, Mechanical Engineer

Eric Gomez, Plumbing Designer

R.M. Byrd and Associats. – Structural EngineeringRick Byrd, Structural Engineer, President

Psomas – Civil EngineeringJeff T. Chess, PE Alysen Weiland, PE

EPT Design - LandscapeStephen Carroll, ASLA - Principal

Matt Lysne, Landscaper Designer

Acknowledgements



Basis of DesignARCHITECTURAL SITE ANALYSIS & DESIGN DESIGN VISION ARCHITECTURAL EXPRESSION BUILDING ENVELOPE SUSTAINABILITY ACCESSIBILITY CIVILLANDSCAPESTRUCTURALMECHANICALPLUMBINGELECTRICAL & TELECOMMUNICATIONS

2

2.1.1 SITE ANALYSIS AND DESIGN

Situated on the sloped site in the heart of

campus and at the crossroads of three major

pedestrian paths and adjacent to a main master

planned campus green space, this expansion to

student services will be central to the campus

both in location as well as by the services it

offers.

The site slopes down to the south changing ele-

vation by roughly 18’ across the projects scope

boundary. At the southwest corner the terrain

is on grade with the main entry of the exist-

ing student services building with its southern

edge being the campus “Miracle Mile”. The site

slopes up to the north and east to end roughly

level with the existing Book Store (9C) and the

recently completed Design Technology Center.

Currently the site consists of a turf area with

pedestrian circulation bisecting the site diago-

nally from northeast to southwest.


2.1.2 DESIGN VISION

The Vision of HMC and Mt. SAC has been a

building designed to encourage and enhance

the use and experience of students during their

education at Mt. SAC by creating quality and

accessible environments leading ultimately to

the success of the students it serves.

While addressing the unique and specific

functions of the departments’ program, and

responding to the greater context of the built

and natural environment of campus, the

building’s architecture reflects its prominent

location on campus and expresses the value of

the program and people which it serves.

The strategy for the building diagram as it

relates to the site is to create a buffer between

the Mirical Mile circulation on the lower level

entries while creating a plaza area connecting

the main Student Services building (9B) and

the new Student Support Services building. It

will be a mix of circulation paving as well as

seating areas with landscaped areas.

The site’s east edge is the existing pedestrian

pathway that will slope along with the changing

grade. This edge is also adjacent to the master

planned Campus Green space. The north and

west edges are more minor paths, the north has

a minor change in grade while the west edge

will remain a 20’ wide path and site stair.

The grade change of the site along with care-

fully selected planting material will be used to

define buffered outdoor spaces for the depart-

ment.

While the building sits at the center of the busi-

est places on campus, outdoor spaces defined

utilizing the change in grade of the site along

with landscape buffers allow for needed outdoor

function spaces for students in each depart-

ment.

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2.1.3 ARCHITECTURAL EXPRESSION

The design for the Student Support Services

building is shaped by its program, environment

and site conditions, the character of the

campus, and the goals and visions of the

college.

The “L” shaped three story building maneuvers

the contours of the site, revealing itself at

different scales from different angles. With its

first story below grade on the north and east

edges, it is revealed as two and three stories

from the south within the courtyard, and as

single and two stories on the north and east.

The sloped site also allows at-grade entry for

the first two levels, with a breezeway used

to funnel circulation and accommodate main

entries.

The buildings massing and basic form responds

to the varying character of the surrounding

site. A large courtyard created between

the existing Student Services building and

expansion links the two, forming an outdoor

lobby while buffering the buildings entries from

the main pedestrian path running along the

south of the building. The building’s east edge

anchors the campus’ planned main landscape

quad. Its larger scale and abundant glazing

take advantage of daylight and views while

composing a strong architectural gesture.

On the north edge, the smaller scale and

intentionally subtle entry, discourages use of

passersby, encouraging use of the breezeway

entry that cuts through the center of the

building, connecting all levels of the project.

A balance was sought to protect privacy and

limit distractions for the buildings occupants

while seeking the benefits of a physical and

visual connection to the outdoors by way of

landscape, daylight, and views. This resulted

in large expanses of glazing on some areas

such as the east façade, with the lobby, open

resource space, and conference room greatly

benefitting from the connection to the outdoors.

However, areas that require a higher amount

of privacy and limited distractions are more

reserved in the amount of openings, such as

exam rooms, counseling offices, and classrooms.

vertical and horizontal sunshades are used

to protect the glazing on the east and south

facades while overhangs and smaller openings

protect the west facade.

One of the more dominant architectural

elements of the project is the composite

panel ribbon element which wraps and frames

components of the building, functioning also as

roof and balcony elements. It also relates to the

architecture of existing buildings on campus.

With flexibility of the building being a desire

for the college, a system of demountable wall

partitions has been proposed for many of the

interior walls. These prefabricated systems allow

for greater flexibility and customization of the

wall components, and greatly reduce the cost of

evolving program in the future. Large amounts

of glazing have been proposed on the interior to

achieve necessary supervision required between

many of the spaces, while also benefiting the

area with borrowed light and a sense of larger

interior spaces.


2.1.4 MATERIALS

The material palette used for the exterior skin

of the building is consistent and complimentary

with the predominant finishes of existing

campus architecture. Materials with a high level

of durability and aesthetic performance were

chosen.

The exterior palette proposed for the new

building is a blend of:

- Thin brick veneer

- Insulated and composite metal panels

- Glass: Vision and spandrel

- Exterior cement plaster

- Cast-in-place concrete

- Painted metal

The materials and colors take their cue from

the existing college. The project recognizes its

role in the timeline of the College, and seeks

to further the existing aesthetic by applying

materials and building forms in a way that

responds appropriately to the indoor and

outdoor functions. The interior of the building

will be a combination of painted gypsum board

and suspended acoustical ceilings. Floors will

be a combination of carpet tiles and resilient

sheet flooring. Walls will be primarily painted

gypsum board and flexible glass walls systems

with accents of tackable wall and exposed

concrete. Restroom floors shall be ceramic tile

& restroom walls shall have full hight ceramic

tile finishes


2.1.5 APPLICABLE CODES AND STANDARS

List of 2010 California Code of Regulations

(C.C.R.):

Part 1 2010 California Building Standards

Administrative Code, Title 24 C.C.R.

Part 2 2010 California Building Code,

Title 24 C.C.R.

Part 3 2010 California Electrical Code,

Title 24 C.C.R.

Part 4 2010 California Mechanical Code,

Title 24 C.C.R.

Part 5 2010 California Plumbing Code,

Title 24 C.C.R.

Part 6 2010 California Energy Code,

Title 24 C.C.R.

Part 9 2010 California Fire Code,

Title 24 C.C.R.

Part 11 2010 California Green Building

Standards Code (CALGreen Code),

Title 24 C.C.R.

Part 12 2010 California Referenced

Standards Code, Title 24 C.C.R.

2.1.6 OCCUPANCY AND CONSTRUCTION

CLASSIFICATIONS

The building is comprised of mixed occupancies

B and A. For the purposes of the code analysis

the building will be classified as a Type A

Non-Separated Occupancy, per CBC Chapter

5, Section 508.3. The Type of construction is

Type II-B with an approved fully automatic fire

sprinkler system. Refer to section 4.1 for the

complete analysis.


2.1.7 BUILDING ENVELOPE ANALYSIS

1.Architectural Wall Cladding Assemblies:

A. Type 1: Centria Formawall insulated

metal wall panels with 3” polyiso rigid insulation

(R 21).

B. Type 2: Exterior two coat plaster

(scratch and brown coats) with thin brick veneer

finish over 3” polyiso rigid insulation (R 21).

C. Type 3: Aluminum composite panels,

located only at non-insulated wall areas, roof

overhangs and soffits.

2.Windows, Curtain Walls, and Storefronts:

A. Curtain wall system: Kawneer 1600UT

aluminum curtain wall system, 2” x 7-1/2”

framing with integral sunshade louvers, front

glazed.

B. Punched openings and storefront

systems: Kawneer Trifab 451 (thermal)

aluminum storefront system with 2” x 4”

framing, front glazed.

C. Glazing: PPG Starphire - 1” insulated

low-E glazing, U=0.29 and SHGC=0.28

3.Roof Assembly:

A. Sarnafil PVC single-ply roofing (white

color, adhered system) over tapered rigid

insulation, minimum R-value = R 30.

1A

1C

2A

2B-C


2.1.8 SUSTAINABILITY

OBJECTIVES

In pursuing sustainability objectives, Mt. SAC

stated its intentions to achieve a building that

reflects its high performance goals, beginning

with an Eco-Charrette with the design team

in July 2012. The major objectives identified

were as follows:

• Energy:Perform30%betterthan

Title 24 Energy Code. Strategies include

use of high efficiency condensing boiler and

terminal reheat coils and high-efficiency split

systems for cooling the spaces. Clerestory

operable windows provide natural ventilation,

while photo sensors reduce electricity loads

for lighting while natural daylight is available.

Use of high-resistance materials including

Diamond Furr insulation stucco wall assem-

blies, along with Centria Panels, to reduce

unwanted heat gains and losses.

• IndoorEnvironmentalQuality:Main-

tain comfort. Strategies include outdoor patio

access, promotion of air movement, raised

floors that are solid and soundproof, access

to daylight, operable windows with sensors,

controllable systems, and dimmable lights

and ballasts.

• Water:Reduceconsumptionby

minimum20%;sendstormwatertoaquifier.

Potential strategies include consideration of

a campus-wide SWPPP, use of dry wells and

shade trees, low flow plumbing fixtures and

waterless urinals, condensate recovery and

drought tolerant plants.

• Materials:Useregionallysourced,

maintainable and green materials. Achieve

75%constructionwastemanagement.

Strategies include specifying local materi-

als, managing a waste hauling area during

construction, moveable and flexible wall parti-

tions, and use of tandus carpeting and cork

flooring.

• Culture:Provideabuildingthatis

easy to maintain and inviting. Use proven

technology and create a high quality, state

of the art building that is accessible to all.

Strategies include visibility and privacy, use of

sustainable signage or kiosk and submeters

for green education purposes, exceeding ADA

requirements.

• Transportation:Makethebuildingand

site accessible, support emergency and service

vehicles and waste hauling access, and add

no new parking. Strategies include promot-

ing bicycle use, providing a drop-off area and

designing generous turning radius for emergency

and service vehicles.

One of the objectives of the Eco Charrette was to

develop a set of goals and complementary strat-

egies which would allow the project to translate

into the rating system, maintaining an intent

to reduce the building’s environmental impact.

The LEED 2009 for New Construction scorecard

was referenced following the Eco Charrette to

determine which credits could be targeted within

the LEED categories (Sustainable Sites, Water

Efficiency, Energy and Atmosphere, Materials

andResources,IndoorEnvironmentalQuality,

Regional Priorities and Innovation and Design).

A preliminary score of 54 (Silver) is achievable,

with 36 additional points available for consider-

ation in the “maybe” column.

The sustainable strategies discussed during

the Eco Charrette are currently being studied

for their potential contribution to the project.

Initial estimates of potential energy or resources

savings, cost per square foot, opportunities and

challenges, LEED credit contribution and total

energy savings are being analyzed for each pro-

posed strategy. These values are then compared

to a baseline scenario.

As the design process continues these are

revisited, refined and developed further. Through

the continuation of an integrated design process

in which all the stakeholders and design team

members are involved, a truly high performance

building design will be realized.

12 Mt. San Antonio Col lege Student Support ServicesSchematic Design


BACKGROUND ENVIRONMENTAL ANALYSIS

The Mt. SAC campus is located close to the

Chino Airport weather station in Climate Zone

10, which is comprised of interior hills and val-

leys affected by thermal belts. Days are mostly

sunny with winter rainfall.

Weather data used to create wind rose charts

illustrate prevailing west and southwest winds

of 3-5 miles per hour in the summer, with gusts

up to 16 mph. In the winter, winds come from

the northeast in a range of 5-10 mph, with

gusts up to 12-14 mph.

Diurnal charts show temperatures within or

just below the comfort zone during most of the

year, with temperatures 10 degrees above the

comfort zone in summer. Passive cooling is a

potential strategy to mitigate warm summer

temperatures. In winter, temperatures are ap-

proximately 10 degrees below the comfort zone,

best mitigated with passive heating strategies

supplemented by mechanical heating.

14 Mt. San Antonio Col lege Student Support ServicesSchematic Design

Weather data plotted in the psychometric

chart illustrates a higher demand for

cooling than heating. The chart passive

cooling strategies such as natural ventila-

tion, evaporation and sun shading would

be most effective in mitigating heat gains

in warmer months. Thermal mass and

direct solar gain would aid in warming the

building in cool times of year.


2.1.9 ACCESSIBILITY

The issue of accessibility compliance for

facilities is a vital issue in the State of California.

The Division of State Architect (DSA) has taken

the lead on assuring that buildings constructed

under their purveiw are designed to comply with

the strict standards of the California Building

Code and the Federal American with Disabilities

Act (ADA). The College has been dedicated to

providing access to all members of the campus

community and will provide the necessary

amenities to this facility. The expressed vision

of Mt. SAC and the goal of HMC is to deliver a

building that goes beyond the minimum required

by code. The major factors to be considered

are:

Access to buildings from within College

Path of Travel to Accessible Parking

Vertical Circulation

Tactile Signage

Vicinity to Accessible Restrooms

Accessibility within the Building

ACCESSIBLE DESIGN ELEMENTS

Besides meeting the basic intent of the code,

the design will seek to always provide equivalent

facilitation.

Access to Building. The college is located on a

hill, making relatively flat continuous surfaces

difficult. The project will connect to accessible

paths of travel on both the north and south

sides, and provide vertical circulation through

exterior accessible elevators.

Path of Travel to Accessible Parking

The existing accessible parking is to the east

of the project, in lot G. The project will connect

to an accessible path currently ending near the

northeast corner of the project site.

Vertical Circulation

The elevator is located on the exterior near the

center corner of the building, accessible through

the buildings breezway on upper levels and at

the plaza on the lower level. Positioning the

elevator on the exterior allows 24-hour use if

the campus should choose to operate it as such.

Tactile Signage

Directional signage will seamlessly integrate

tactile wayfinding devices. This signage will

identify all rooms to avoid confusion for the

building occupants.

Vicinity to Restrooms

Student restrooms are located on the lower

and upper level with additional staff restrooms

on the second level, providing convenient

access for the building users.


17Mt San Antonio Col lege Student Support ServicesSchematic Design

2.2 LANDSCAPE

The site on which Mt. San Antonio College

currently sits was once part of Rancho La

Puente - The Bridge Ranch - a 49,000 acre

ranch that helped set the agrarian theme that

still permeates the region. Parts of this land

were used for raising cattle and growing wheat,

grapes, and fruit trees. This is still evident

today, particularly by way of the outstanding

agricultural programs present at both Mt. Sac

and neighboring Cal Poly Pomona. To merge

this unique history with the native ecological

character of the site will provide a compelling

landscape that will complement the existing

campus landscape pallet and serve as an asset

to the Mt. San Antonio College campus.

The Gateways

The main entrances to the building will be

accentuated by linear paving reminiscent of

crop rows found in agricultural fields.

The Grasslands

To reflect both the native ecology of the city

of Walnut as well as the agricultural history,

plantings in these areas will be composed of

native grasses whose aesthetic quality is similar

to the wheat grass fields that permeated the

region.

The Bridges

To celebrate the academic services put forth by

the college and to pay tribute to the historical

precedent of the “La Puente Ranch”, the idea

of bridges will be reflected in the use of porous

accented paving.

Courtyard Spaces

These outdoor rooms will be defined by linear

paving patterns on the ground plane, native

tree species (i.e. Sycamores and Oaks) to serve

as the canopy, and ample seating with power

outlets, encouraging students to enhabit the

space providing maximum function and comfort.

The linearity found in many agricultural

fields is a powerful organizational design

language and one that will establish a salient

aesthetic connection between the site and

the surrounding environment. Applying this

language to paving patterns, seating, and other

infrastructure will help emphasize this, while

complimenting it with softscape will make

it both visually striking and environmentally

sensitive.

Oak and Sycamores, two native trees with

distinct forms and generous canopies, will

provide shade and compliment the linear forms

and native grasses. The forms of the planting

will be gleaned from patterns found in the

surrounding agricultural fields. The predominant

planting will be grasses, which marry native

ecology with the prevailing agricultural types of

the area.

2.3 STRUCTURAL

The structural system for the proposed subject

project is to have a gravity load bearing system

comprised of a structural concrete slab at the

second floor with concrete beams, walls and

columns. The third floor and roof are to be

constructed with concrete over metal deck steel

beam and column framing. The lateral force

resisting system is to be comprised of concrete

shear walls at all floor levels.

This system was chosen based on the

moderate slope of the proposed building site

and incorporating the design requirement

of having access to both the first floor and

the second floor at grade. This requirement

provides the opportunity to use a concrete

wall element that will both retain the earth at

the first floor level and provide both vertical

and lateral load bearing elements. With the

architectural arrangement of the structure the

use of concrete shear walls throughout allows

for some flexibility in the locations of openings.

Concrete walls in combination with the rigid

floor and roof systems provide efficient lateral

load transfer from the horizontal diaphragms to

the vertical lateral force resisting elements as

well as economical connections of structural

elements.

18 Mt. San Antonio Col lege Student Support Services Schematic Design

The proposed system was chosen in lieu of a

steel framed structure, which would require

the use of either a mixed system or separation

of the retaining structure and the building

structural systems. With the use of a mixed

system, concrete shear wall and steel braced

or moment frame systems the detailing of

connections become complex to construct and

allow for limited error in the field. The use

of two separate systems with a retaining wall

system would increase the footprint or reduce

the useable area of the first floor of the building

and would add to the complexity of detailing

and construction at the first and second floors.

It is the opinion of this firm that the proposed

structural system is an efficient and economical

solution that will meet all the requirements of

site and architectural design.

2.4 MECHANICAL

Mechanical Systems

The design of the heating, ventilating and

air conditioning (HVAC) systems for the

new Mt. SAC Student Support Services

building addresses the overall objective of

providing a system that meets the occupants’

needs, provides a safe environment, and

accommodates changes in the building

operation. The proposed mechanical system

includes air-handling units, exhaust fans,

hydronic distribution systems, air distribution

systems, heating hot water generation and

distribution and controls. The building systems

provide heating, ventilation, and air conditioning

in conformance with applicable codes and

specific requirements of the design criteria.

The design of the building’s envelope, new

HVAC equipment, and lighting are essential in

achieving the College’s goal of sustainability,

improved energy performance, and LEED

certification.


The new Student Services Annex is located on

the Mt. San Antonio College campus adjacent to

the existing Student Services Building (9B).

The codes and standards listed below are minimum requirements.

California Building Standards Administrative

Code (Title 24, Part 1), 2010

CALGreen Building Code (Title 24, Part 2), 2010

California Building Code (Title 24, Part 2), 2010

California Mechanical Code (Title 24, Part 4),

2010

California Plumbing Code (Title 24, Part 5),

2010

California Energy Code (Title 24, Part 6), 2010

California Fire Code (Title 24, Part 9), 2010

California Referenced Standards Code (Title 24,

Part 12), 2010

REFERENCE STANDARDS AND GUIDELINES:ASHRAE Standard 52.2-2007

ASHRAE Standard 62.1-2007

ASHRAE Standard 55-2004

UL: Underwriters Laboratories, Inc.

AMBIENT DESIGN CRITERIAProject Location: Walnut, CA

Latitude: 34°N

Longitude: 117.9°W

Elevation: 500 feet

CEC Climate Zone: 9

Design Temperature:

Summer 96°F DB/69°F MCWB

Winter 28°F

Mean Daily Range: 30°F


The project is utilizing Climate Zone9 Climatic

Data for Walnut. Heat gains and losses to the

exterior are calculated using California Energy

Comission (CEC) Joint Appendix 2 of Title

24-2008 outdoor design conditions for Walnut,

CA at frequency levels of 1% for summer dry

bulb and mean coincident wet bulb temperature

and median of extremes for winter dry bulb

temperature.

The following figure shows hours 6-24 for 365

days of weather data for California Climate

Zone 10.


HVAC PERFORMANCE CRITERIA

The HVAC systems have been designed to

provide user comfort and enhanced indoor

environmental quality while maximizing energy

efficiency. Relative humidity between 30%

and 80% is considered normal for the air

conditioning system. Unless otherwise noted,

the spaces in this building do not require

specialized humidity control equipment.

Table 1: Interior Design Conditions

All occupied spaces listed above have space

temperature reset based on occupancy. Room

occupancy sensors shall be used. The space

temperature shall be reset according to the

following schedule.

Cooling unoccupied: 78°F

Heating unoccupied: 66°F

THE TELECOM AND ELECTRICAL ROOMS ARE

EXEMPT FROM THE RESET SCHEDULE.

Building Space

Cooling Temp

Heating Temp

Pressurization CO2 Sensor (DCV)

Lecture/

Classroom74°F 69°F Neutral Yes

ConferenceRooms 74°F 69°F Neutral Yes

PartitionedOffices 74°F 69°F Neutral No

OpenOffices/

OpenStudy74°F 69°F Neutral No

Lobby 74°F 69°F Neutral No

Restrooms 74°F 68°F Negative No

JanitorsCloset 74°F N/A Negative No

TelecomRoom 74°F N/A Neutral No

ElectricalRoom 74°F N/A Neutral No

Building Space

People (SF/Occ.)

Sensible Occupant Heat Gains (BTUH)

Latent Occupant Heat Gains

(BTUH)

Plug Load (W/sf)

LPD (W/sf)

Lecture/

ClassroomNumberofChairs 245 155 0.5 0.9

ConferenceRooms NumberofChairs

250 200 0.5 0.9

PartitionedOffices 100 245 155 1.5 0.8

OpenOffices/

OpenStudy100 245 155 1.5 0.8

Lobby 200 250 200 0.5 0.8

Restrooms 0Occupants N/A N/A 0.5 0.8

JanitorsCloset 0Occupants N/A N/A 0.5 0.8

TelecomRoom 0Occupants N/A N/A TBD 0.6

ElectricalRoom 0Occupants N/A N/A TBD 0.6


The design accommodates the largest value of

the three options in the table above.

Building Space

Cooling Temp

Heating Temp

Pressurization CO2 Sensor (DCV)

Lecture/

Classroom74°F 69°F Neutral Yes

ConferenceRooms 74°F 69°F Neutral Yes

PartitionedOffices 74°F 69°F Neutral No

OpenOffices/

OpenStudy74°F 69°F Neutral No

Lobby 74°F 69°F Neutral No

Restrooms 74°F 68°F Negative No

JanitorsCloset 74°F N/A Negative No

TelecomRoom 74°F N/A Neutral No

ElectricalRoom 74°F N/A Neutral No

Building Space

People (SF/Occ.)

Sensible Occupant Heat Gains (BTUH)

Latent Occupant Heat Gains

(BTUH)

Plug Load (W/sf)

LPD (W/sf)

Lecture/

ClassroomNumberofChairs 245 155 0.5 0.9

ConferenceRooms NumberofChairs

250 200 0.5 0.9

PartitionedOffices 100 245 155 1.5 0.8

OpenOffices/

OpenStudy100 245 155 1.5 0.8

Lobby 200 250 200 0.5 0.8

Restrooms 0Occupants N/A N/A 0.5 0.8

JanitorsCloset 0Occupants N/A N/A 0.5 0.8

TelecomRoom 0Occupants N/A N/A TBD 0.6

ElectricalRoom 0Occupants N/A N/A TBD 0.6

Table 2: Interior Gains

Table 3: Exhust Rates:

Building Space

Exhaust Rate (ACH)

Exhaust Rate (CFM/Fixture) (Per Table 64 ASHRAE 62.1

2007)

Exhaust Rate (CFM/SF) (Per Table 64 ASHRAE 62.1

2007)

Janitorclosets 10 N/A 1.0

RestroomsPublic 10 70 N/A

Labs 10 N/A N/A


INDOOR AIR QUALITY

The design meets the minimum requirements

of Title 24 and Sections 4 though 7 of ASHRAE

Standard 62.1-2007, Ventilation for Acceptable

Indoor Air Quality (with errata). The mechanical

ventilation systems are designed using the

ventilation rate procedure (paragraph 6.2 of

ASHRAE Standard 62.1-2007) or Title 24-2008

- whichever is more stringent. For all occupied

spaces the mechanical ventilation rates are

being evaluated at 30% above the minimum

rates of the Ventilation Rate Procedure. The

design may include this 30% increase in

ventilation based on an analysis of the energy

implications.

A permanent Ebtron outdoor air monitoring

system is being provided for all units serving

regularly occupied spaces to ensure that the

ventilation systems maintain design minimum

airflow requirements. All units which include

densely occupied spaces as defined in Title 24

are being provided with carbon dioxide sensors

and demand control ventilation capabilities for

units which include densely occupied spaces

and economizers.

SUSTAINABLE DESIGN STRATEGIES

The project has been designed with a goal of

LEED NC v3, Silver Certification Level. The

building is being designed with the goal of

achieving a 20% energy savings by cost versus

a California Title 24-2005 baseline building.

This energy savings by cost includes the use

of efficient envelope, mechanical, and lighting

systems as well as the campus photovoltaic

array.

Modeling of building performance will be

performed utilizing EnergyPro v5.

The primary system HVAC systems custom

Variable Air Volume Air Handling Units utilizing

campus chilled water and on-site generated

heating hot water. The sustainable design

strategies are described in more detail in the

following section.

The building envelope components shall be

selected to optimize daylighting opportunities

while minimizing heat gain or loss from the

building. The building envelope includes:

Exterior Walls:

Type 1: Centria Formawall Series 3” Insulated

Metal Panel with R-21 insulation

Type 2: Exterior Plaster (Brick Veneer) over 3”

Polyiso Foam Insulation. R21.

Roof:

Tapered rigid insulation over metal deck R30

with white PVC Sarnafil single ply roof.

Windows:

Type 1: PPG 1” Low-E Insulated Glazing;

Center of Glass U=0.29 and Center of Glass

SHGC=0.28

Type 2: Kawneer 1600UT store-front system

The LEED points under NC v3 which are being

pursued as they pertain to mechanical are as

follows:

- EA Prerequisite 2 - Minimum Energy

Performance: project is being modeled in

EnergyPro v5. Building and equipment is being

modeled with input from other trades, i.e.,

Architect, etc. A minimum of 10%, by cost,

above a baseline building per Title 24-2005 is a

prerequisite and is required in order to achieve

any level of LEED Certification.


engineer is providing a calculation which will

indicate the run-time necessary to achieve the

HVAC flush-out as required by the LEED credit

based on the scheduled mechanical units. This

flushout period is provided in the specifications

as part of the contract documents. If the GC

decides to pursue the flushout per Option 1

of this credit, the GC will be responsible for

coordinating the actual flush-out procedure and

incorporating into the construction schedule. As

a requirement of this credit, the flushout must

occur while maintaining an internal temperature

of at least 60˚F and relative humidity no higher

than 60%. The GC will document the LEED

credit and confirm that the flushout was done in

accordance with the LEED credit requirements.

The mechanical engineer will not be responsible

for pursuing this credit under Option 2 – Air

Testing.

- EQ Credit 4.1 - Low-Emitting

Materials & Sealants: This credit requires

input from multiple trades. The mechanical

scope includes the specification of low-VOC

adhesives and sealants for mechanical systems.

In general, this includes duct sealant but may

include additional adhesives and sealants

as required for this project. These low-VOC

adhesives and sealants will apply only to those

applied inside the building weatherproofing

system.

- EQ Credit 7.1 - Thermal Comfort –

Design: The HVAC systems has been designed

with the goal of achieving compliance with

ASHRAE standard 55-2004.

Primary HVAC Systems

The building HVAC requirements is being served

by two custom variable air volume (VAV) air

handling units (AHU) with chilled water coils

and heating hot water coils. The two units are

provided with single-duct terminal VAV boxes

with reheat coils. The telecom and electrical

rooms are provided with split systems that are

stand alone for 24/7 operation.

- EA Prerequisite 3 - Fundamental

Refrigerant Management: HVAC equipment

in the building is being selected which does

not contain CFC refrigerants. In addition, all

existing central plant equipment which is

connected to the Student Services Annex will

require compliance with this prerequisite. This

equipment is being evaluated for confirmation

that it meets the requirements of the credit.

This is a prerequisite and is required in order to

achieve any level of LEED Certification.

- EA Credit 1 - Optimized Energy

Performance: The energy model, as indicated

under EApr2, also applies to this credit. The

building envelope, mechanical systems, DHW,

and indoor and outdoor lighting systems

are being modeled to show an energy cost

reduction versus a baseline building as

prescribed by the California Energy Code – Title

24-2005.

- EQ Prerequisite 1 - Minimum IAQ

Performance: All spaces are being designed to

meet the ventilation and exhaust requirements

of ASHRAE standard 62.1-2007 as they pertain

to this credit.

- EQ Credit 1 - Outdoor Air Delivery

Monitoring: This credit will be achieved by

utilizing Ebtron outdoor airflow measuring

stations on all units which serve regularly

occupied spaces. This includes AHU-1 and

AHU-2. Also, CO2 sensors will be provided in all

densely occupied spaces and connected to the

EMS system.

- EQ Credit 2 - Increased Ventilation:

The potential to achieve this credit is being

evaluated as the design progresses. This credit

requires a 30% increase of OSA in each system

from the minimum required ASHRAE 62.1-2007

levels. The tradeoffs between energy efficiency

and quantity of outside air are being evaluated

and the ability to pursue this credit will be

determined.

- EQ Credit 3.2 - Construction IAQ

Management Plan – Before Occupancy: The

incorporation of this credit falls under the scope

of the General Contractor in coordination with

the mechanical contractor. The mechanical


Air Handling Units (AHU)

The building has two VAV Air Handling Unit

(AHU-1 and AHU-2) located in the mechanical

well to serve the HVAC needs of the entire

building. The units are provided with a chilled

water coil and, if required, a hot water heating

coil. AHU-1 and AHU-2 include a supply and

return fan operating on variable frequency

drives. The supply and return fan are sized with

a maximum external static pressure of 1.75”

WC and 0.75” WC, respectively. The units are

provided with a 100% outside air economizer

with demand control capabilities.

The units include a work light inside each air

handler, external zinc fittings, and back-draft

dampers installed in both the supplied and

return end of each air handler. The heating

and cooling coils are sized for a maximum face

velocity of 400 fpm and have a stainless steel

condensate drain pans.

Air filters shall be rigidly supported, extended

area type, U/L listed as Class 2, Minimum

Efficiency Reporting Value (MERV) rating of 13

per ASHRAE Standard 52.2-2007, 12-inch thick

with a universal gasketed-holding frame.

All units are provided with an Ebtron outdoor

airflow measuring station to monitoring outdoor

airflow CFM. This information shall be provided

to the EMS system for control and monitoring.

Carbon dioxide levels are monitored throughout

the densely occupied (≥ 25 people per 1,000

ft2) spaces. The measurement of carbon

dioxide levels in spaces served by AHU-1 and

AHU-2 will allow the building automation system

to reduce the amount of outside air brought

into the building when spaces have reduced

occupancy. There are differential pressure

sensors that measure the difference in pressure

between the inside and the outside of the

building. This reading is used to ensure that the

building remains positively pressurized.

Telecom Rooms

The inter-building distribution frame (IDF)

closets have electronics that require 24/7

cooling. Each space is provided with a ductless

split system, with either a ceiling mounted

fan coil or a wall mounted fan coil. These

systems have a low ambient temperature

feature to allow them to provide cooling when

it is cold outdoors. The capacity of each unit

is approximately 18,000 Btu/hr. The units use

R410a, a non-ozone depleting refrigerant. The

outdoor units are located on the high roof level.

Electrical Rooms

The electrical rooms have electronics that

require 24/7 cooling. Each space is provided

with a ductless split system, with either a

ceiling mounted fan coil or a wall mounted

fan coil. These systems have a low ambient

temperature feature to allow them to provide

cooling when it is cold outdoors. The capacity

of each unit is approximately 18,000 Btu/hr.

The units use R410a, a non-ozone depleting

refrigerant. The outdoor units are located on the

high roof level.

Exhaust Systems

General building exhaust is provided for the

restrooms, janitor closets, and labs. The

exhaust fans are located on the roof. The

exhaust fans shall be manufactured by

Greenheck, Loren Cook, or equal.

Duct Systems and Materials

The supply/return air duct systems are

galvanized steel of minimum 4-inch water

gauge pressure class for mains. Branch ducts

are minimum 2 inch class. Sealing, reinforcing

and supporting according to SMACNA

standards. Ductwork has 1.5” thick foil faced

thermal insulation to minimize heat gain, loss,

and prevent condensation. Exposed supply air

ducts in mechanical rooms and in duct shafts

are double wall insulated sheet metal.


used. Diffuser do not include volume dampers.

Return grilles are required to be 2’x2’. Provide

45 angled blades for perforated face. Exhaust

grilles are 45 angle blade type.

Hydronic Systems

Chilled water services from the campus

central plant serves this building. Local energy

metering includes Onicon Btu meter for chilled

water. Chilled water coils are selected for an

EWT and LWT of 42/62°F, respectively. Heating

hot water coils are selected for an EWT and

LWT of 180/140°F, respectively. Chilled water

is being extended from the existing valve pit

located on the south east side of the proposed

facility with 6”chilled water.

Heating hot water services are provided via an

on-site gas-fired boiler located in the 2nd floor

mechanical room. Heating hot water coils are

selected for an EWT and LWT of 180/140°F,

respectively.

Piping Materials

Underground chilled water piping are pre-

insulated Polyvinyl Chloride (PVC) pipe with

high-density polyethylene (HDPE) jacket, push-

on joints, with Mega-lug connections.

Chilled water and heating hot water piping

within the building: 3” and larger, Schedule 40

black weld steel pipe ASTM A53, with 1-1/2”

thick heavy density fiberglass with vapor barrier

jacket. Insulation for all outdoor piping shall be

covered with aluminum jacket.

Chilled water and heating hot water piping

within the building: 2-1/2” and smaller, Type

“L”, hard drawn copper tube, with 1-1/2” thick

heavy density fiberglass with vapor barrier

jacket. Insulation for all outdoor piping shall be

covered with aluminum jacket.

Refrigerant piping: Type “L”, hard drawn copper

tube, with 1” foam insulation.

Round ducts are used to the maximum extent

possible. As duct size increases, flat oval

shape is preferred; rectangular ducts limited

to areas of space restriction with a maximum

aspect ratio of 3:1. If due to a structural

clearance constraint, duct aspect ratio may be

increased and/or duct cross-section reduced if

upstream transition includes angles of 60 or

less and downstream transition includes angles

of 30 or less.

The supply air ducts from central air handling

unit discharge up to terminal units has been

sized for friction losses between 0.15 to 0.25

inches WG/100 feet but not to exceed a velocity

of 2,000 fpm. The design of constant volume

systems is towards the low end of the friction

range and variable volume systems to the

high end of the range for the full CFM without

diversity.

Size supply branch ducts, return air ducts, and

general (e.g., toilet) exhaust ducts for friction

losses between 0.08 and 0.12 inches WG/100

feet but not to exceed 1600 fpm. Minimum

duct size is 8” x 12”, 12” x 8”, 10” x 10”, 10”

square, or 6” round regardless of flow. If air

inlet or outlet neck size is smaller than these

minimums, the final run out of less than seven

feet in length may be neck size.

Minimum general exhaust duct velocity is 1,200

fpm; maximum is 1,600 fpm.

Exhaust duct system will be galvanized steel of

minimum 2-inch water gauge pressure class.

There will be no insulation provided for exhaust

ductwork.

Grilles, Registers, and Diffusers

In all spaces a 2’x2’ or 1’x1’ perforated face

(Titus model PAS or equal) or modular core

diffusers (Titus model MCD or equal) are


VIBRATION ISOLATORS

All rotating and reciprocating equipment is

provided with vibration isolation systems

including seismic restraint to prevent

transmission of vibration to structure. Air

handlers only have the fans isolated.

CONTROLS

The building automation/energy management

system (BMS) is compatible with the existing

campus Automated Logic BMS controls. The

system is able to integrate multiple building

functions, including equipment supervision

and control, alarm management, energy

management, and historical data management

and archiving. In addition, the lighting schedule

interfaces with the HVAC controls for single

schedule input.

All control panels are stand-alone in memory,

networking, and control operations. The

design of the controls is in a modular format,

permitting future expansion capabilities. The

system monitors and controls equipment

according to the sequence of operation, as well

as additional input and output points.

The equipment operates based upon an

operator-defined schedule for each system. The

control system is compatible with the campus

control system and communicates without the

use of gateways or modifiers.

The provided controllers do not not utilize any

proprietary drivers or jar files. The controllers

use the latest stable firmware release from the

manufacturer. Space temperature and CO2

sensors have a digital display with adjustable

set points. All relays utilized in the control

system shall be IDEC relays with status lights.

DDC POINTS

At a minimum, the following control points

(Ao, Ai, Di, Do) are provided. For each input or

output device, provide a unique and discrete

control point. Ganging points together is not

acceptable.

•Spaces (as appropriate per design criteria):

o Room Temperature

o CO2 Level

o Occupancy Sensor

o Building Static pressure sensor

•Air Handlers Units (each, as appropriate):

o Supply air temperature

o Mixed air temperature

o Return air temperature

o Relief air damper control

o Mix air damper control

o Outside air damper control

o Return plenum pressure

o Differential pressure transducer

across filters

o Supply duct static pressure sensor

o Smoke detector

o Building pressurization control &

sensors

o Outside air flow station

o Economizer damper control

o Supply fan status

o Relief fan status

o Supply fan VFD feedback

o Relief fan VFD feedback

o Supply fan enable

o Relief fan enable

o Supply fan VFD speed control

o Relief fan VFD speed control

o Supply fan amp draw

(non VFD supply fan)

•Constant speed exhaust fans, ventilators,

transfer fans, and smoke control fans (each):

o Start/Stop

o Amp/ draw


•Building/Utilities

o Outdoor temperature

o Outdoor air humidity

o Outdoor CO2 Level

o Gas Flow Totalizer – Total Building

o Electrical Demand and

Consumption

o Chilled Water Energy Use

o Heating Hot Water Energy Use

•Lighting

o Indoor Lighting kW-hr

o Outdoor Lighting kW-hr

2.5 PLUMBING

Plumbing Systems:

Plumbing for the New Student Services

Annex Building will incorporate the objective

of providing a system that complies with the

occupant needs and provides a more efficient

and safer environment. The scope of Plumbing

includes plumbing fixtures, domestic water

heating equipment, domestic water, waste/vent,

storm drain and natural gas piping distribution

systems.

Applicable Codes:


Code (Title 24, Part I), 2010

California Building Code (Title 24, Part 2), 2010

California Plumbing Code (Title 24, Part 5),

2010

California Energy Code (Title 24, Part 6), 2010

California Fire Code (Title 24, Part 9), 2010

California Reference Standards Code (Title 24,

Part 12), 2010

Domestic Cold Water System:

The domestic cold water service line and

backflow prevention for the building will provide

for all domestic cold water demands as well

as industrial non potable cold water needs. A

central backflow prevention device will separate

the domestic and industrial services. Domestic

water will be distributed to plumbing fixtures,

hose bibs and water heaters via gravity and

thru the city street main water pressure. Water

velocity will not exceed 8 feet per second.

Domestic Hot Water System:

A condensing type, high efficient tank type

gas fired water heater will be provided on

the second floor mechanical room. This

service will provide for all domestic hot water

demands and will be distributed via gravity,

re-circulated by a closed loop domestic water

in-line circulating pump with no more than ½

horsepower electrical load. A seven (7) day

twenty four hour programmable time clock,

aqua stat and temperature sensors will be

provided to maintain the hot water temperature

within 105 degree F to 120 degree F range. All

hot water distribution piping will be insulated

with appropriate thickness of insulation and fire

retardant jacket. Water velocity will not exceed

5 feet per second.

Plumbing Fixtures:

Water conserving fixtures will be selected that

will include high efficient toilets rated at 1.28

gallon per flush, high efficient Urinals rated

at 0.5 gallon per flush and sensor activated

electronic low flow lavatory faucets rated at 0.5

gallon per minute. These fixtures will result in

water savings of 30% reduction of the building

water usage. Groups of fixtures on each floor

will be provided with isolation valves for ease

of maintenance. Each plumbing fixture will

also be provided with individual isolation valves

(fixture stops) for maintenance purposes. Water

hammer arrestors and trap primer valves for

floor drains will be provided as required in the

wall behind access panels.

Sanitary Drainage and Vent Systems:

Soil/waste drainage piping will be provided

to each domestic plumbing fixture. Sanitary


drainage ventilation piping will be provided to

each domestic plumbing fixture or trap and will

terminate at various locations on the roof.

Emergency drainage will be provided for the fire

sprinkler system. Hub drains will be provided

for fire sprinkler system and will be connected

to the sanitary drainage system.

Sump pumps shall be provided as required for

elevator pits and low grade areas and shall be

submersible, duplex with guide rail for easy

removal.

Storm Drain System:

Storm drain service will discharge through

roof drains and rainwater leaders connecting

to the site storm drainage lines. A separate

overflow drainage system will be provided and

will daylight at building overhangs or exterior

walls. The Civil Engineer will collect the roof

drainage discharge at 5’-0” from the building

perimeter to central collection points including

any perimeter exterior drains.

Indirect Waste and Drainage Systems:

HVAC condensate drainage piping will be

provided to each HVAC unit. Such piping will

drain to an indirect waste connection to the

sanitary soil/waste system via either tailpiece

connection at the nearest lavatory or sink, or a

fixed air gap mounted within a stainless steel

panel in wall. Roof air handler condensate shall

drain to roof mounted floor sinks adjacent to

air handlers. Floor sinks shall have elevated

rims above roof level to prevent drainage of

rainwater.

Natural Gas System:

Natural gas for the building will be supplied

from the existing on-site medium pressure

gas system via a new polyethylene (P.E) pipe

extended from the south-west of the project

site. A new gas connection will be provided for

the building comprising of a) sub-gas meter

assembly (at clients request) b) gas pressure

regulator c) automatic gas seismic shut-off

valve. The sub-gas meter will give the Campus

Facilities the capability to monitor the buildings

gas consumption. Gas supply into the building,

downstream of the regulator assembly will be

distributed at low pressure to all natural gas

appliances and any other equipment with gas

requirements inside the building.

All piping components subject to sweating or

heat loss will be insulated with appropriate

thickness of insulation and fire retardant jacket.

Domestic Systems Piping Materials

HW, CW: Copper tube, Type L, with wrought

copper fittings and brazed or soldered joints.

G: Schedule 40 black steel with

threaded galvanized malleable iron fittings as

required.

W, V: Heavy duty cast iron. No hub,

minimum 1/4” per foot slope.

CD: Type “L” copper, insulated, minimum

1/4” per foot slope.

RD, OD: Heavy duty cast iron. No hub,

minimum 1/4” per foot slope.

Noise and Vibration Control:

Products, including toilets, urinals, and

flush valves, will be selected to minimize the

generation of noise and vibration into the

domestic water system. A minimum 1/4-inch

resilient material will be provided between

domestic hot and cold water piping, waste

and vent lines and the building structure.

Specific noise and vibration control measures

for Domestic Water, Waste and Vent Piping

include:

1. Horizontal Suspended: Tolco Clevis Hanger

with felt. Provide cable seismic restraints if

required by code.

2. Horizontal Supported: Elmdor Stoneman

Trisolator


California Building Code (Title 24, Part 2)

California Electrical Code (Title 24, Part 3)

California Energy Code (Title 24, Part 6)

California Fire Code (Title 24, Part 9)

California Referenced Standards Code (Title 24,

Part 12)

Reference Standards and Guidelines:

NFPA 72: National Fire Alarm Code

1999 Edition of the Illuminating Engineering

Society of North America Handbook

Design Criteria

Following are design voltages and load

calculation criteria for the proposed building.

Design Voltages

Secondary voltage, Emergency/standby:

277V, 1 phase, 3 wire

120V, 1 phase, 3 wire

Secondary voltage, Normal:

480Y/277V, 3 phase, 4 wire

208Y/120V, 3 phase, 4 wire

3. Riser Supports: Hubbard Holdrite Silencer

#278 between riser clamp and building

structure

4. Partition Penetrations: Coordinate with

other trades to avoid contact where plumbing

penetrations occur.

Plumbing Seismic Design Criteria:

1. Horizontal equals plus or minus 2 1/2

inches.

2. Vertical equals zero inches.

2.6 ELECTRICAL

The design of the electrical system for the new

Mt SAC Student Services Annex building will

encompass interior and exterior lighting, power

distribution systems and a fire alarm system. All

these systems will be designed to provide the

user with maximum flexibility. All equipments

that form part of these systems will be selected

for durability and ease of maintenance that are

consistent with the current campus standards. .

The design of the building’s lighting and power

are essential in achieving the College’s goal of

sustainability, improved energy performance,

and LEED certification.

The new Student Services Annex is located on

the Mt. San Antonio College campus adjacent to

the existing Student Services Building.

The following applicable codes and standards

will be referenced for the electrical design for

the proposed building.

Applicable Codes:


Code (Title 24, Part 1)


located in the second floor.

Proposed Electrical Distribution System

The proposed building will be served from

existing Building 9B (Student Services)

480/277V, 1000A bus Switchboard ‘HDS’.

A new Switchboard ‘SWBD-SSA’ rated at

600Amp copper bus, 480/277V, 3 phase, 4

wire, 65kAIC will be specified for the proposed

building and to be located in the second floor

main electrical room. A 400amp 3 pole breaker

will be installed in the existing Switchboard

‘HDS’ in building 9B and the feeders will be

routed to proposed Student Services Annex

main electrical room and to be connected

to new Switchboard ‘SWBD-SSA’. The new

Switchboard ‘SWBD-SSA’ will be specified with

branch circuit breakers to feed the lighting

panels and mechanical equipments.

A 225kVA, 480-208/120V, 3 pahse 4 wire

transformer will be specified and to be located

closer to Switchboard ‘SWBD-SSA’ . The

transformer will be K=4, dry-type with copper

windings with 150 degree temp. Rise.

Downstream o f the transformer, 1000amp

copper bus 208/120volt, 3 pahse, 4 wire

Distribution Board ‘DB-SSA’ with main breaker

section will be specified to support building

120/208V load requirements.

Each floor will have 120/208V and 480/277V

panelboards. Each panelboard will be specified

as 225amp copper bus with 150amp main

circuit breaker and 42 circuit branch circuit

breakers.

Building two elevators will be served by two

breakers located on “SWBD-SSA”.

Preliminary Design Loads:

Overall Connected Volt-Ampere per Square Foot

Office: Lighting - 2.0

Receptacle 2.0

Computer Lab: Lighting 2.5

Receptacles 12

Class Room: Lighting 2.0

Receptacles 2.0

Storage: Lighting 0.5

Corridor: Lighting 0.5

Receptacle 0.5

Mechanical Areas: Lighting 1.5

Power Actual Motor HP

Proposed Electrical Service

As part of ongoing Campus wide electrical

infrastructure evaluation, P2S recommended

to provide a SF-6 High Voltage 6-way switch

closer to Building #10. If the proposed location

for the HV Switch cannot be achieved, then

the Switch shall be located closer to proposed

Student Services Annex. Loop feeder #2

located in electrical manhole ‘EMH-22’ shall be

extended to HV Switch. Similarly loop feeder #6

located in manhole ‘EMH-10’ shall be extended

to HV switch and form a loop so the various

building loads currently served by loop feeder

#2 and #6 can be shared per the infrastructure

study recommendation. We also recommend

extending the building 12kV feeders currently

served from manhole #22 to HV Switch so the

building can be easily isolated at the HV Switch

level rather disconnecting elbow connectors

within the manholes.

Emergency System

10kV centralized inverter system by Dual-Lite

LSN series will be specified with 120volt and

277volt branch circuit breakers to feed the

building emergency egress lighting and any

required 120volt back-up power. The inverter

will be located in the main electrical room


Lighting

Light fixtures and systems will be selected for

efficiency, durability, maintenance ease, and to

accentuate the area architecture. Indoor lighting

will be tailored to building’s needs and theme.

The illumination levels will conform to the latest

edition of Illuminating Engineering Society (IES)

guidelines, and will be as follows:

Footcandle levels will also comply with campus

energy standards and shall be designed based

on user requirements.

Computer Labs will be illuminated with

suspended LED fixtures.

Down lights equipped with LED lamps will

illuminate the corridors and restrooms.

General office areas will be illuminated with a

combination of suspended indirect/direct LED

fixtures and LED task lighting fixtures.

Combination of LED and Fluorescent fixtures will

be installed on the outside building perimeter as

needed. All exterior lighting, including building

perimeter lighting will conform to the campus

exterior lighting policy and guidelines. The

perimeter of the buildings will be highlighted

by wall mounted light fixtures and down lights

located to enhance architectural features.

These fixtures will also provide coverage for

pedestrians in proximity of the buildings.

Lighting Control

The lighting control of the proposed building

will consist of low voltage lighting controller

by LC&D or Douglas Lighting Control. Bi-level

Switching with occupancy sensors will be

Proposed Distribution Voltages

480V, 3 phase, 3 wire for all motor loads 1

horsepower and larger

277V for lighting

120V for receptacles

120/208V, single and three phase for A/V and I.T

equipment.

Power Wiring

Power wiring to all motors, fans, and pumps will

be provided as part of the electrical construction.

All wiring below 120V will be considered as part

of other trades such as mechanical systems.

All low voltage devices, where required, will be

provided with raceway only. 20 ampere branch

circuits will be provided for convenience outlets.

Grounding

A new grounding system will be established in

building 12 and the main switchboards will be

connected to this grounding system. A central

grounding system will be provided from the

building service substation to panels, metallic

conduit and raceways. A separate ground

conductor will be provided for all circuits.

Fire Alarm System

The building will be equipped with new Edwards

EST-3 panel to accommodate the future campus

fire alarm loop design. The main fire alarm panel

‘FACP’ with associated fire alarm terminal cabinet

‘FATC’ will be located in the main electrical

room on the second floor. An Annunciator will be

located in the administration area located in the

second floor. Two remote Booster Power Supply

panels will be located on first and third floor of

proposed building to reduce the voltage drop and

provide additional power for audible and visual

devices. New initiating and indicating devices will

be placed through out the floors to meet the code

requirements and support the MNS. This would

involve installing new conduits and wiring to the

new fire alarm control panel.

AREA AVERAGEFOOTCANDLES

Office 50FCondeskComputerLab 50FCminimumonworking

spaceMultiPurposeRoom/ClassRoom

50FCminimumondesk

ElectricalRooms 30FCatfloorTelecomRoom 50FCatfloorCorridor 15PCatfloor


2.7 COMMUNICATION/IT SYSTEMS

Telecommunications Infrastructure

The Telecommunications Infrastructure in

the building will provide reliable, flexible and

scalable access to the College’s Information

Technology resources including, voice, data

network, administrative computing and

student services. The Telecommunications

infrastructure will consist of an MDF and a Data

Center, cable distribution/containment systems,

communications cabling and provision for a

wireless network overlay.

The new Student Services Annex building will

have dual pathway entry systems to comply with

the Mt. SAC master plan and design criteria.

One of the entries will connect from TMH #10

located to the north of the building and the

other will connect to TMH #22 located south of

the building.

The minimum fiber cable is to be a hybrid 18

multi-mode/18 single-mode cable from the

Data Center and a 25-pair copper cable from

the MDF that is the current primary Minimum

Point of Entry (MPOE). The secondary entry

will be an 18 multi-mode/18 singlemode from

building L7-A. The Multi-mode is 62.5 micron.

The copper cable is for alarms, faxes and any

other analog needs the building may have. The

regular voice service for this building shall be

handled by the College’s Voice over IP System.

There shall be fiber from the Data Center to

both manholes as noted above and into the

building from two directions.

This is a new 3 level structure being built

adjacent to the existing Student services

Building and will have a BDF-2.1 on the

second level for the main entry room and two

IDF’s one on the first level and one on the third

level. The BDF-2.1 will house the entry conduits

and the fiber and copper backbone cables.

The fiber cables will be terminated on 72 port

fiber termination units (FTU’s) and the copper

cable will have a protector panel equipped

with solid-state protector modules sized at 25

pairs. The first and third levels are to be feed

with a fiber and copper riser systems sized

per the District’s design criteria. The fiber and

provided in larger offices. In order to utilize

the “Savings by Design” program and

capable of reducing energy consumption

to comply with Southern California Edison

(SCE) Automated Demand Response (ADR),

the entire building will be designed with

multiple low voltage lighting controller

(Micro panel or Satellite panel) with six

relays and will be located in the ceiling

space. This system is designed to

maximize energy savings, lighting flexibility/

variability and user friendliness while

minimizing disruption to the learning

environment. Single level switches will be

provided in service areas and utility rooms.

Automatic shut off for all other area not

control by sensors will be accomplished

through low voltage lighting control panel

and override switches in compliance with

current California Energy Code. Likewise

corridor lighting will be controlled with

lighting control panel and override switches

in compliance with CEC code. Occupancy

sensors consistent with campus standards

and bi-level switches will be provided in all

offices.

Architectural dimming systems will be

provided in conference rooms as required.

Building low voltage lighting controller

(LC&D or Douglas Lighting Control ) will be

provided with interface to existing campus

Building energy management system,

Automated Logic Controller.

Outdoor lighting will be controlled by Exergy

Controller and will be incorporated into

existing Web based control system.

LED Exit signs will be provided at all exits

and along the path of egress. Emergency

lighting (light fixtures on emergency power)

will be provided in labs, pathways, corridors

and public access areas and illumination

will conform to the current CBC requirement

of a minimum one foot candle level at floor

level during loss of normal power.


copper risers cables will be home run from

the IDF’s to the BDF and sized to meet the

District design criteria. Two 25 pair for copper

riser cables (one to each IDF), and Two 12

multimode 12 single mode hybrid cable (one

to each IDF). The BDF and IDF’s will be tie

with a grounding system consisting of a 3/0

ground wire connected to individual bus bars

in each IDF and BDF. The ground system will

be connected to the main building ground in

the electrical room.

In designing the Telecommunications for this

building, there are resources to be followed.

They are the MSAC Technology Standards.

TELECOMMUNICATIONS EQUIPMENT ROOMS

Building Distribution Frame Room

The Building Distribution Frame (BDF) room in

this building will serve as the primary location

for the equipment to support data network and

telephone functions. The equipment in this

room will operate on a 24 hour a day basis.

Because College functions continue to become

more reliant on technology, the BDF room will

be required to provide 99.9% reliability for

power and air conditioning systems.

The BDF Room is the recognized origination

point to the building’s backbone and horizontal

pathways.

.AC-grade plywood, 8 ft. high with a minimum

thickness of 0.75 in. shall be provided around

the perimeter of the room. Plywood shall be

either fire-rated or treated on all sides with at

least two coats of fire resistant paint.

An overhead cable tray system shall be

provided for routing cables between cross-

connections, equipment, and backbone

pathways. Conduits shall be used to connect

the eastern half of the building to the BDF

located in the western part of the building.

The room shall be designed to support up to

two racks that shall house cable terminations,

switching equipment, and other equipment

serving the building’s technology needs.

Each rack shall consist of a modular EIA 19”

mounting frame with a minimum of 84” (45

RU’s) space for equipment in the vertical

plane and manufactured by Chatsworth

Products as per College standards.

Ladder racks shall be provided within the

BDF to route cables to or from sleeves and

conduits to terminations within the equipment

racks.

The room shall provide space and maintain

a suitable operating environment for the

termination of backbone and campus cabling

and house centralized communications

and/ or computer equipment (such as core

switches and servers). The room shall support

the termination of the station cabling for the

entire building. The BDF room should be a

minimum of 80 square feet in size.

This room will allow for two equipment racks..

Mechanical System (HVAC) Requirements for BDF -

Provide HVAC that shall maintain continuous

and dedicated environmental control (24

hours per day, 365 days per year). Maintain

positive pressure with a minimum of one air

change per hour. Provide:

o Temperature 70 degrees F +/- 10 degrees

o Relative humidity 50% +/- 20%

Estimated Heat Loads: 5,000 to 7,500 BTU

per equipment cabinet or rack.

Electrical System Requirements for BDF

o Lighting

We will provide a minimum equivalent of 500

lux (50 foot-candles) measured 1 m (3 ft)

above the finished floor. Locate light fixtures

a minimum of 2.6 m (8.5 ft) above the

finished floor. Emergency lighting systems

which operate on trickle-charge storage

batteries are desirable as a safety precaution

in the event of an inadvertent power outage.

o Power


The IT cabling systems shall be distributed

throughout the building via a series of

infrastructure elements that include conduits

and cable trays. This infrastructure establishes

dedicated pathways for backbone and horizontal

cable distribution.

The communication cable distribution system

includes the pathway and support hardware

which concentrates, supports and protects

horizontal cable between its origination point

in the BDF and the telecommunications outlet

location. It also provides a permanent pathway

that facilitates the addition or replacement of

cable over time with minimal disruption.

Communications Cabling Systems

Standard Network outlets shall be provided

in all offices, classrooms, conference rooms

and support spaces throughout the building.

The cabling system shall provide a high

level of flexibility and resilience, and shall

provide sufficient bandwidth to support future

generations of technology without the need for

re-cabling. The College uses a Voice over IP

System. The standard network outlet for the

campus is a Three-Data Outlet with the first

jack being Blue, the second is Gray and the

third is Yellow. If a fourth jack is required, it will

be Black. The Category 6 cable for each jack

will be of the corresponding color, for instance,

a blue cable for the blue jack, gray cable for

the gray jack, etc. As outlets are specified

throughout this Design, a Three Data Outlet

means the standard outlet as described above.

The communications cabling system shall

include:

Inter-Building Conduits and Cables - Conduits

and fiber and copper cables from the Campus

infrastructure shall be provided to serve this

building from the Data Center and the MDF on

campus.

The BDF shall be equipped to provide adequate

electrical power. For every equipment rack/

cabinet, provide (1) dedicated non-switched

3-wire, 30A, 120 volt (V) alternating current

(ac) with locking electrical outlets (NEMA L5-

30R) for equipment power, each on separate

branch circuits.

For every equipment rack/cabinet, provide

(1) dedicated non-switched 3-wire, 30A, 208

volt (V) alternating current (ac) with locking

electrical outlets (NEMA L6-30R) for equipment

power, each on separate branch circuits.

Provide separate duplex 120 V AC convenience

outlets (NEMA 5-20R) for tools, test sets, etc.,

located at least 18 in. above the finished floor,

placed at approximately 6 ft. intervals around

perimeter walls and identified and marked as

such. All outlets must be on non switched

circuits.

An electrical subpanel serving each telecom

room shall be included. That panel shall be

sized at a minimum of 225A bus, 120/208V, 3

phase and 4 wire.

o Bonding and Grounding

Provide a copper signal ground bus bar. The

ground lead shall be a 3/0 copper cable

with green insulation, cad-welded to the

Main Building Ground and/or building steel.

All conduits, racks, ladder racks, cable

splice cases, copper cable protectors, cable

aluminum shields and cable trays shall be

bonded to the bus bar using #6 AWG stranded

copper green insulated conductors. The bus

bar in the IDF shall be connected to the bus

bar in the BDF with a 3/0 copper cable with

green insulation.

Bus Bar shall be identified and have a warning

tag directing observer to the IT department is

a grounding connector is found loose. The 3/0

conductor(s) shall be labeled as such and as to

destination.

Cable Distribution / Containment Systems


Backbone (Riser): (2)25 pair ARMM copper

cables home run from IDF to BDF and (2) 12

multimode 12 singlemode hybrid fiber cables

homerun from the IDF’s to the BDF.

Horizontal (Station): The horizontal cabling

connects each network outlet to the BDF and

IDF’s for voice, data and video connectivity.

It consists of High Performance plenum-

rated Category 6 cable and connectors. The

horizontal cable shall support standards-based

network protocols of up to Gigabit Ethernet. The

horizontal cabling shall be a Structured Cabling

System (SCS) with a warranty of at least 20

years. The Campus standard for the SCS is

Panduit with Belden DataTwist Cabling. There

shall be no substitutions.

Wireless Connection Points: Shall be

distributed throughout the facility to support

wireless network access equipment and

future Radio Frequency Identification (RFID)

equipment. Three-data outlets (hardwired)

shall be provided above the ceiling (T-Bar) for

wireless applications. If placed where there is

hard pan ceiling, install the outlet 6” below the

ceiling.

Common areas, meeting rooms and sufficient

locations throughout the building to provide

100% wireless access shall have wireless

application outlets installed. This includes

the outdoor landscape areas to be shared by

existing Student Services (9B) and proposed

Student Services Annex.

The proposed outlet distribution for this building

is as follows:

Smaller, Cubicle type Office

Three-Data Outlet per desk

Regular Offices for Administrators or Faculty

(2) Three-Data Outlets, on opposite walls but

not door wall

Larger Offices – Deans, Directors

(3) Three-Data Outlets, one on each wall except

door wall

Large Conference Room

(2) Three- Data Outlets on opposing walls

(1) Three-Data Outlet in ceiling for projector

position (1) Three-Data Outlet in floor box

under conference table

Small Conference Room

(3) Three-Data Outlets, one on each wall except

door wall

Classrooms

(1) Three-Data Outlet in floor box or wall

at Instructor’s Position

(1) Three-Data Outlet in ceiling at projector

position

(4) Three-Data Outlets, one on each wall

(1) Voice wall outlet on door wall

Other Areas of Building

Mechanical/Electrical Rooms

A three-data outlet shall be provided in each

mechanical and each electrical area within a

mechanical/electrical room.

These shall be for current or future monitoring/

EMS needs.

One Wall Voice Phone per Mechanical and

Electrical Rooms

Fire Alarm Panel

We shall determine where fire alarm panel shall

be located and whether data or fiber circuits are

required.


Area Tabulation3.1 PROJECT AREA SUMMARY3.2 SPACE PROGRAMMING SPREADSHEET

3

3.1 PROGRAM AREA SUMMARY

Throughout the Programming and Schematic

Design phase, area spread sheets were tracked

and updated durring each coordination meeting.

Adjustments to initial program were a result of

prioritizing needs of the departments as well as

additions to the initial scope of the project.

In addition to the development and fine tuning

of original program spaces, adjustments were

made in coordination with structural and MEP

requirments.

Noteable changes through the process include

the addition of the Bridge and Aspire Program,

as well as a third story to include a Flexible

Program Space, which also resulted in addition

support spaces and circulation. The addition of

these two deparments brought the GSF of the

building from roughly 10,800 GSF to 22,900

GSF.

Mt. San Antonio Col lege - Student Support Services Schematic Design38

3.2 PROGRAMING SPREADSHEET

Mt. SAC - Student Support Services Preliminary Space Program 10/31/12

1.00ID Space Name Qty # Stations SF per Stn SF per Std. SF Designed Notes

1.01 Classroom 1 25 30 770 721 Active Learning - High tech use; media bunker for instructor; "Smart Classroom"

1.02 Classroom 1 35 20 700 668 Lecture Classroom (Could be separate & located anywhere); media bunker for instructor; "Smart Classroom"

1.03 Computer Lab 1 25 30 750 852 Exceed Access Code - Shared; Open & Instructional; Check-in counter; Ideally on 1st floor; Adjacent to the Study Center, faculty offices, active learning classroom, and tech support; for students in the DSPS program to use & shared with other programs; Shared with the Veterans Resource Center, etc.

1.04 Study Center 1 20 30 600 613 Exceed Access Code; Lab assistants; informal; flexible; lecture space at times; Movable furniture; only for DSPS use; Smart board; Hard wired for 5 or so laptops computers. WiFi too.

1.05 Tech Support 1 1 70 70 198 Computer Tech; 1 Tech office immediately near Computer Lab, Model size after Design Tech. Computer Tech supports the computer lab. This person’s office space will have an area for storage. This staff person will issue valuable software, tools and devices from the secure storage room, for use in the Hi-Tech Center. Need good air exchange due to heat build-up.

1.06 Media Tech Support 1 2 70 140 245 Alternative Media Equipment Technicians; 2 can be located anywhere & can share 1 private office; large equipment - Braille printer and embosser.

1.07 Faculty Office 1 1 70 70 115 Private office (not shared); Student meetings and testing; Consider sliding glass door in a Hayworth type of wall system. Provide at least two guest chairs.

1.08 Faculty Office 1 1 70 70 115 " 1.09 Faculty Office 1 1 70 70 115 " 1.10 Secure Storage /

Hi-Tech Center 1 1 140 140 0 Combined with Tech Support room; no separation needed for

storage area.1.11 Conference 1 12 15 180 1861.12 Workroom 1 1 90 90 143 Kitchenette w/ full-size refrigerator, sink w/ disposal unit &

small dishwasher; next to conference room. Area for printer/copier

1.14 Hall/Entry 1 - - - 4894,460 SF

Hi-Tech Center

Program Assignable Space

1



2.01 Study Center 1 20 20 400 468 Quiet space, study, laptops, small reception desk, a few computer stations; Need not be in an enclosed space.

2.02 Counseling Office 1 1 70 70 100 Similar to adjunct faculty spaces elsewhere on campus; Similar to small meeting rooms; Also will be used for meetings with vocational rehab counselors and people from outside agencies.


2.04 Admin Support 1 1 70 70 100 Veterans Services Staff2.05 Student Work Room/

Reception/ Waiting1 4 50 200 367 Alcove/Work/Study; combined w/ Reception/Waiting; L-shaped

counter; Students will fill out certification forms for benefits. This can be an extension of the reception counter; Small copier; storage; form slots near/behind staff.

2.06 Peer Mentoring 1 20 12 240 503 Noisier, casual space; couch, socializing; Area leading to outside patio (see Rio Hondo) but maybe secure to keep others out; Needs to be in an enclosed space; Adjacent to the Hospitality space.

2.07 Hospitality 1 1 90 90 80 Next to Peer Monitoring; Kitchenette w/ full-size refrigerator, sink w/ disposal unit & small dishwasher; next to conference room

1,718 SF


3.01 Lobby/Waiting 1 8 12 100 242 Seating for 8 to 10; enclosed lobby (separate from rest of building)

3.02 Reception 1 2 70 140 137 Window for 2 patients (preferably windows are away from the waiting chairs for privacy); 2 staff; room for files (3 pivoting files? ~ 36" square each).

3.03 Treatment Rooms 1 1 120 120 120 Traige + Treatment + Recovery; Cluster near other noisy (non-office spaces); Match size of (E) rooms.


Veterans Resource Center

Student Health


2




3.06 Admin Support 1 1 70 70 112 Office3.07 Counseling Office 1 1 70 70 138 Mental Health Counseling Office. Desk, 2 comfortable chair for

counselees, table; comforting atmosphere.3.08 Clinician Work Area 1 1 140 140 201 An open work counter for 2 to 4 staff ("fish bowl")3.09 Lab 1 1 80 80 110 Match existing but 2 feet wider between counters.3.10 Clean Storeroom/ Secure Storage 1 1 150 150 134 Combine w/ Secure Storage; Medications; locked.3.11 Hospitality 1 1 90 90 84 Kitchenette w/ full-size refrigerator, sink w/ disposal unit &

small dishwasher; next to conference room3.12 Conference Room 1 12 15 180 1813.13 Staff Restroom 1 1 80 80 68 Unisex; located in Student Health suite3.14 Patient Restroom 1 1 80 80 65 With pass-thru to Dirty Room/Lab3.15 Circulation 1 - - - 5243.16 Patio 1 - - - 91 181/2

2,447 SF

4.00ID Space Name Qty # Stations SF per Stn SF per Std. SF Designed Notes4.01 Informal Waiting area/ Check-in 1 2 - - 253 Counter with 2 open work stations, open to Study Area, no

'formal' waiting area required4.02 Counselor Office 1 1 - - 1204.03 Counselor Office 1 1 - - 1204.04 Counselor Office 1 1 - - 1204.05 Educational Advisor Office 1 1 - - 1204.06 Educational Advisor Office 1 1 - - 1204.07 Educational Advisor Office 1 1 - - 1204.08 Computer Lab 1 12 - - 321 8-12 computer stations4.09 Open Study Area 1 ? - - 1000 Mixed seating types including tables, chairs & couches, provide

Wi-Fi and plenty of power outlets for charging devices

4.10 Study Group Room - Small 1 4 - - 120 Accommodate 3-4 students, provide projector or flat screen for presentations and white board

4.11 Study Group Room - Small 1 4 - - 120 "4.12 Study Group Room - Large 1 10 - - 187 Accommodate 10 Students, provide projector or flat screen for

presentations and white board


Bridge Program

3


4.13 Hospitality 1 1 - - 200 Large, area for café tables and chairs, (2) refers, dishwasher, and counter space, adjacent to Open Study Area

4.14 Peer Advisor Room 1 8 - - 256 Accommodate (8) advisors4.16 Storage 1 1 - - 1184.17 Office 1 1 - - 1204.18 Staff Restroom 1 1 - - 70

3,485 SF


5.01 Women's Restroom 1 - - - 340 First Floor. Number of fixtures to be confirmed; add one extra accesible stall;

5.02 Men's Restroom 1 - - - 309 First Floor. Number of fixtures to be confirmed; add one extra accesible stall;

5.03 Custodial 1 - - - 80 First floor5.04 Custodial 1 - - - 83 Second floor5.05 Data Room 1 - - - 132 Second floor5.06 Electrical Room 1 - - - 131 Second floor5.07 Mechanical Room 1 - - - 121 Second floor5.08 Electrical 1 - - - 38 First floor5.09 Elevator 2 - - - 1385.11 IDF 1 - - - 102 First floor5.12 Men's Restroom 1 - - - 164 Third Floor5.13 Women's Restroom 1 - - - 157 Third Floor5.14 Custodial 1 - - - 72 Third Floor5.15 Data Room 1 - - - 106 Third Floor5.16 Mechanical Penthouse 1 - - - 506 1011/2 Third Floor; open to sky5.19 Elevator Control Closet 1 - - - 0 Not needed for MRL Elevator5.20 Exterior Circulation (1st Floor) 1 - - - 703 1405sf/25.21 Exterior Circulation (2nd Floor) 1 - - - 895 1790sf/25.22 Exterior Circulation (3rd Floor) 1 - - - 835 1670sf/2

4,912 SF


Flexible Program Space (3rd Floor)

Non-assignable Space



4



2.01 Study Center 1 20 20 400 468 Quiet space, study, laptops, small reception desk, a few computer stations; Need not be in an enclosed space.



2.04 Admin Support 1 1 70 70 100 Veterans Services Staff2.05 Student Work Room/

Reception/ Waiting1 4 50 200 367 Alcove/Work/Study; combined w/ Reception/Waiting; L-shaped

counter; Students will fill out certification forms for benefits. This can be an extension of the reception counter; Small copier; storage; form slots near/behind staff.

2.06 Peer Mentoring 1 20 12 240 503 Noisier, casual space; couch, socializing; Area leading to outside patio (see Rio Hondo) but maybe secure to keep others out; Needs to be in an enclosed space; Adjacent to the Hospitality space.

2.07 Hospitality 1 1 90 90 80 Next to Peer Monitoring; Kitchenette w/ full-size refrigerator, sink w/ disposal unit & small dishwasher; next to conference room

1,718 SF


3.01 Lobby/Waiting 1 8 12 100 242 Seating for 8 to 10; enclosed lobby (separate from rest of building)

3.02 Reception 1 2 70 140 137 Window for 2 patients (preferably windows are away from the waiting chairs for privacy); 2 staff; room for files (3 pivoting files? ~ 36" square each).



Veterans Resource Center

Student Health


2

Mt. San Antonio Col lege - Student Support Services Schematic Design40


6.01 Reception 1 1 - - 1566.02 Open Resource 1 30 - - 8176.04 Office 1 1 - - 1246.05 Office 1 1 - - 1246.06 Office 1 1 - - 1216.07 Office 1 1 - - 1246.08 Manager's Office 1 1 - - 1686.09 Meeting Room 1 20 - - 1686.10 Hospitality 1 1 - - 1836.11 Copy/Storage 1 1 - - 1026.12 Circulation 1 0 - - 1706.13 Office 1 2 - - 180

2,437 SF

Assignable Space Total 14,547 SFNon-assignable Space (as identified above) 4,912 SFAllowance Wall Thickness, Shafts, etc 1,226 SFProject Space 20,685 SF


5


4.13 Hospitality 1 1 - - 200 Large, area for café tables and chairs, (2) refers, dishwasher, and counter space, adjacent to Open Study Area

4.14 Peer Advisor Room 1 8 - - 256 Accommodate (8) advisors4.16 Storage 1 1 - - 1184.17 Office 1 1 - - 1204.18 Staff Restroom 1 1 - - 70

3,485 SF


5.01 Women's Restroom 1 - - - 340 First Floor. Number of fixtures to be confirmed; add one extra accesible stall;

5.02 Men's Restroom 1 - - - 309 First Floor. Number of fixtures to be confirmed; add one extra accesible stall;

5.03 Custodial 1 - - - 80 First floor5.04 Custodial 1 - - - 83 Second floor5.05 Data Room 1 - - - 132 Second floor5.06 Electrical Room 1 - - - 131 Second floor5.07 Mechanical Room 1 - - - 121 Second floor5.08 Electrical 1 - - - 38 First floor5.09 Elevator 2 - - - 1385.11 IDF 1 - - - 102 First floor5.12 Men's Restroom 1 - - - 164 Third Floor5.13 Women's Restroom 1 - - - 157 Third Floor5.14 Custodial 1 - - - 72 Third Floor5.15 Data Room 1 - - - 106 Third Floor5.16 Mechanical Penthouse 1 - - - 506 1011/2 Third Floor; open to sky5.19 Elevator Control Closet 1 - - - 0 Not needed for MRL Elevator5.20 Exterior Circulation (1st Floor) 1 - - - 703 1405sf/25.21 Exterior Circulation (2nd Floor) 1 - - - 895 1790sf/25.22 Exterior Circulation (3rd Floor) 1 - - - 835 1670sf/2

4,912 SF


Flexible Program Space (3rd Floor)




4

Mt. San AntonioCol lege - Student Support ServicesSchematic Design 41

Code Analysis

4.1 CODE ANALYSIS4.2 EXITING DIAGRAM4.3 PLUMBING FIXTURE CALCULATION

4

1. General Project Information: a. Construction Type II-B (non-rated); no fire-proofing required

b. Occupancy Type: A3 (to achieve non-separated occupancies, see item #3)

c. Fire sprinklers throughout

d. Proposed building height: 40’-6”

e. Proposed building area (per floor):

a. First Floor: 8,478 sf

b. Second Floor: 7,960 sf

c. Third Floor: 6,448 sf

d. Total: 22,886 sf

f. Proposed building occupants (per floor):

a. First Floor: 188 occ

b. Second Floor: 217 occ

c. Third Floor: 102 occ

d. Total: 507 occ

g. Proposed number of stories: 3

2. Allowable Areas, Stories, and Heights (Table 503): a. Per Table 503, the following is allowed (A3 Occupancy):

1. 2 stories

2. 9,500 SF per floor

3. 55’

b. Allowable Area Increases:

1. 3 stories (per 504.2)

2. 9,500 SF per floor

3. 75’ (per 504.2)

4.1 CODE ANALYSIS AND EXITING DIAGRAMS

Mt. San Antonio Col lege - Studenet Support Services Schematic Design4242

3. Incidental Accessary Occupancies (Table 508.2.5): a. Boiler Rooms: 1-hr

b. Mechanical Rooms: 1-hr

c. Storage Rooms >100 SF: 1-hr

4. Non-Separated Occupancies (CBC 508.3): a. Use A3 occupancy throughout building (in lieu of a mix of A3 and B)

b. No separation required between occupancies

5. Exterior Wall Separation Distance (Table 602): a. Current separation distance between new building and existing 9B = 15’

b. Assumed property line will be 5’ from the face of the new building

(and 10’ from the face of 9B)

c. Based on Table 602, the north wall of the new building shall be 1-hr rated

with non-protected openings limited to 25% of the wall area

(per Table 705.8).

d. The existing wall of 9B does not require any protection.

6. Occupant Load Factors (Table 1004.1.1): a. Business Areas: 100 SF/occ

b. Classrooms: 20 SF/occ

c. Storage: 300 SF/occ

d. Assembly: 15 SF/occ

7. Area of Refuge (CBC 1007.6): a. Not required per CBC 1007.6, exception #1

8. Exterior Area for Assisted Rescue (CBC 1007.7): a. 1-hr rated wall behind 30x48 wheelchair area, 10’ long.

9. Two Exit Access (CBC 1015.2.1 and CBC 1016): a. Separate exits by 1/3 the building floor diagonal (okay)

10. Means of Egress (CBC 1016): a. Exit access travel distance: 300’ from remote point to top of riser of

exterior stair (per CBC 1016 exception #2) (okay)

11. Exit Access Travel Distance (Table 1016.1): a. 300’ (with sprinklers)

b. +100’ with exterior egress balcony (per CBC 1016.2)

c. 400’ total distance allowed


12. Corridor Rating (Table 1018.1): a. 0-hrs (with sprinklers)

13. Dead Ends (CBC 1018.4): a. 20’ maximum in group B building (per CBC 1017.3 exception #2)

14. Egress Balconies (CBC Section 1019) a. 0-hr rating (considered to be non-rated corridors)

15. Required Number of Exits Per Floor (CBC 1021): a. 1-500 occupants = two exits (per table 1021.1) (okay)

16. Required Rated Enclosures: a. Duct Shafts (CBC 708.4): 1-hr


UP

UP

DN

UP

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

721 SF

CLASSROOM104

1

20

37

143 SF

WORKROOM

108

1

100

2

111 SF

FACULTYOFFICE

106

1

100

2

111 SF

FACULTYOFFICE

107

1

100

2

113 SF

FACULTYOFFICE

105

1

100

2

239 SF

MEDIA TECHSUPPORT

111

1

100

3

312 SF

MENSRESTROOM

102

0

0

0

340 SF

WOMENSRESTROOM

101

0

0

080 SF

CUST.103

1

300

1

186 SF

CONFERENCE110

1

15

13

282 SF

ENTRY109

0

0

0

98 SF

IDF112

1

300

1

613 SF

STUDYCENTER

115

1

20

31

192 SF

TECHSUPPORT

114

1

100

2851 SF

COMPUTER LAB116

1

20

43

467 SF

STUDYCENTER

119

1

20

25

95 SF

COUNSELINGOFFICE

121

1

100

1

95 SF

COUNSELINGOFFICE

122

1

100

1

96 SF

ADMINSUPPORT

123

1

100

1

365 SF

STUDENT WORKRM/ RECEPTION/

WAITING120

1

15

26

577 SF

PEER MENTORING124

1

15

39

8872"

13 36"

7472"

20 72"20 36

"

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR

1-HR RATINGAT ELEVHOISTWAY

3636"

44 72"

37 36"

3643"

TRAVELDIST

=88'

TRAVEL DIST = 53'

TRAVEL DIST = 57'

667 SF

CLASSROOM220

1

20

34

1834 SF

OPEN STUDY201

2

20

92

121 SF

SMALL STUDY210

1

15

8

120 SF

SMALL STUDY211

1

15

8

118 SF

COUNSELING212

1

100

2

118 SF

OFFICE213

1

100

2

185 SF

LARGE STUDY202

1

15

13

118 SF

OFFICE203

1

100

2

118 SF

OFFICE204

1

100

2

200 SF

HOSPITALITY205

1

100

2

70 SF

STAFFRRM.214

0

0

0

118 SF

STOR206

1

300

1

120 SF

COUNSELING207

1

100

2

120 SF

COUNSELING208

1

100

2

120 SF

ED. ADVISOR209

1

100

2

133 SF

DATA217

1

300

1

105 SF

MECH218

1

300

1

125 SF

ELEC216

1

300

1

83 SF

CUST.215

1

300

1

119 SF

TREATMENT224

1

100

2

67 SF

PATIENT RRM230

0

0

0

119 SF

TREATMENT225

1

100

2

119 SF

TREATMENT226

1

100

2

242 SF

LOBBY/ WAITING232

1

15

17

103 SF

LAB229

1

100

2

524 SF

HALL228

0

0

0

110 SF

ADMINSUPPORT

221

1

100

2

132 SF

CLEAN STOR./SECURE STOR.

227

1

300

1

66 SF

STAFF RRM.222

0

0

0

82 SF

HOSPITALITY233

1

100

1

181 SF

CONFERENCE234

1

15

13

138 SF

COUNSELOROFFICE

223

1

100

2

340 SF

CLINICIAN WORK231

1

100

4

1-HRSHAFT

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR


69 72"

69 72"

3436"

59180"

59 72"

2436"

24 36"

TRAV

EL D

IST

= 93

'

TRAVEL DIST = 90'

85 SF

DATA304

1

300

1

69 SF

CUST303

1

300

1

183 SF

MENSRRM301

0

0

0

164 SF

WOMENSRRM302

0

0

0

168 SF

MANAGERSOFFICE

308

1

100

2

121 SF

OFFICE315

1

100

2

156 SF

RECEPTION306

1

15

11

817 SF

OPENRESOURCE

307

1

20

41

124 SF

OFFICE316

1

100

2

124 SF

OFFICE309

1

100

2

124 SF

OFFICE310

1

100

2

180 SF

OFFICE317

1

100

2

388 SF

MEETING ROOM314

1

15

26

97 SF

COPY/ STOR.311

1

100

2

170 SF

HALL312

0

0

0

183 SF

HOSPITALITY313

1

100

2


AREA OFRESCUEASSISTANCE

1-HR WALL

CLERESTORYOPEN TO BELOW

MECHANICAL WELLOPEN TO ABOVE

ROOF

ROOF

LINE OF ROOFOVERHANGABOVE

2736"

27 36"

28 72"

28 72"

6' - 2"

6' - 0"

TRAVEL DIST = 59'

TRAV

ELD

IST

=85

'

ROOM EXITING INFORMATIONAREA (SQ FT)OCCUPANT LOAD FACTOR (REFER TO TABLE 1004.1.1)OCCUPANT LOAD (AREA DIVIDED BY LOAD FACTOR)

DOOR EXITING INFORMATIONNUMBER OF OCCUPANTS EXITING THRU DOOR OPENING(REQ'D. WIDTH = # OF OCCUPANTS X 0.232" MIN. CLR. REQUIRED AT ACCESSIBLE DOORS)PROVIDED EXIT WIDTH (IN INCHES)

ROOM NAME101

150 SF

# Exit

OL

OLF

SYMBOLS LEGEND

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (PER TABLE 1004.1.1):

1. BUSINESS AREA: 100 SF/OCCUPANT2. CLASSROOM: 20 SF/OCCUPANT3. STORAGE/MECHANCIAL: 300 SF/OCCUPANT4. ASSEMBLY WITHOUT FIXED SEATS: 15 SF/OCCUPANT5. TREATMENT ROOM: 100 SF/OCCUPANT

EXIT PATHP.O.T.(SEE A0.11 FOR CONTINUATION)

# OCCWIDTH (")

NUMBER OF EXITS PROVIDED

1-HR RATED WALL

1-HR OCCUPANCY SEPARATION

1-HR

PLEASE RECYCLE

Project Title

Agency Approval FILE NO.Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT

OFFICE OF REGULATION SERVICES

APPL.

ACDATE

FLS SS

----

DSN

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CHK

010203040506070809

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T 909 989 9979/ www.hmcarchitects.com3546 Concours Street / Ontario, CA 91764

C:\R

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1800

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olis

.rvt

11/16/2012 8:49:12 AM

1/16" = 1'-0"

1100 N GRAND STREETWALNUT, CA 91789

Schematic Design

A0.11

EXITING/CODE ANALYSIS

5018004

Student Support Services Building

Mt. San AntonioCollege

10/29/2012

1/16" = 1'-0"

B1FIRST FLOOR - EXITING/CODE ANALYSIS 1/16" = 1'-0"

B3SECOND FLOOR - EXITING/CODE ANALYSIS 1/16" = 1'-0"

B6THIRD FLOOR - EXITING/CODE ANALYSIS

1. MIXED-USE OCCUPANCY GROUPS B AND A3: BUILDING EVALUATED ASNON-SEPARATED OCCUPANCIES BASED UPON MOST RESTRICTIVEGROUP - GROUP A3.

2. EXIT ACCESS TRAVEL DISTANCE (CBC 1016): 300' WITH EXTERIOREGRESS BALCONY INCREASE.

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

BUILDING ELEMENTPRIMARY STRUCTURE FRAME 0 HRSBEARING WALLS

EXTERIOR 0 HRSINTERIOR 0 HRS

NON BEARING WALLSEXTERIOR 0 HRSINTERIOR 0 HRS

FLOOR CONSTRUCTION 0 HRSROOF CONSTRUCTION 0 HRS *CLASS C ROOF ASSEMBLY MINIMUMCORRIDOR RATING 0 HRSEXTERIOR EXIT BALCONIES 0 HRS

BASED ON 2010 CBC - CONSTRUCTION TYPE II-B

OCCUPANCY GROUP CLASSIFICATION - CHAPTER 3

B OCCUPANCY - OFFICES, CLASSROOMS, COMPUTER LABSA3 OCCUPANCY - CONFERENCE ROOMS, STUDY AREAS/ROOMS

MIXED USE OCCUPANCY - NON SEPARATED OCCUPANCIES - (SECTION 508.3)MOST RESTRICTIVE OCCUPANCY GROUP - A3 OCCUPANCY

ALLOWABLE BUILDING AREA - (CBC TABLE 503)A3 OCCUPANCY - BASE ALLOWABLE AREA = 9,500 S.F. (PER FLOOR)

MAXIMUM STORIES = 3 (INCREASE PER 504.2)MAXIMUM BUILDING HEIGHT = 75' (INCREASE PER 504.2)

BUILDING AREA MODIFICATIONS - CBC SECTION 506 EQUATION 5-1NONE

BUILDING OCCUPANT LOAD:

1. FIRST FLOOR = 323 OCCUPANTS2. SECOND FLOOR = 224 OCCUPANTS3. THIRD FLOOR = 55 OCCUPANTS

TOTAL = 511 OCCUPANTS

nnn

BUILDING AREA CALCULATIONS:

FIRST FLOOR AREA: ENCLOSED: 6,148 SF COVERED WALKWAYS: 1,120 SF FIRST FLOOR TOTAL: 8,478 SF

SECOND FLOOR AREA: ENCLOSED: 7,358 SF EXTERIOR BALCONY/WALKWAY: 1,812 SF SECOND FLOOR TOTAL: 7,960 SF

THIRD FLOOR AREA: ENCLOSED: 3,788 SF EXTERIOR BALCONY/MECHANICAL WELL: 2,660 SF SECOND FLOOR TOTAL: 6,448 SF

GRAND TOTAL: 22,886 SF

No. Description Date

UP

UP

DN

UP

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

721 SF

CLASSROOM104

1

20

37

143 SF

WORKROOM

108

1

100

2

111 SF

FACULTYOFFICE

106

1

100

2

111 SF

FACULTYOFFICE

107

1

100

2

113 SF

FACULTYOFFICE

105

1

100

2

239 SF

MEDIA TECHSUPPORT

111

1

100

3

312 SF

MENSRESTROOM

102

0

0

0

340 SF

WOMENSRESTROOM

101

0

0

080 SF

CUST.103

1

300

1

186 SF

CONFERENCE110

1

15

13

282 SF

ENTRY109

0

0

0

98 SF

IDF112

1

300

1

613 SF

STUDYCENTER

115

1

20

31

192 SF

TECHSUPPORT

114

1

100

2851 SF

COMPUTER LAB116

1

20

43

467 SF

STUDYCENTER

119

1

20

25

95 SF

COUNSELINGOFFICE

121

1

100

1

95 SF

COUNSELINGOFFICE

122

1

100

1

96 SF

ADMINSUPPORT

123

1

100

1

365 SF


WAITING120

1

15

26

577 SF

PEER MENTORING124

1

15

39

8872"

13 36"

7472"

20 72"20 36

"

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR


3636"

44 72"

37 36"

3643"

TRAVELDIST

=88'

TRAVEL DIST = 53'

TRAVEL DIST = 57'

667 SF

CLASSROOM220

1

20

34

1834 SF

OPEN STUDY201

2

20

92

121 SF

SMALL STUDY210

1

15

8

120 SF

SMALL STUDY211

1

15

8

118 SF

COUNSELING212

1

100

2

118 SF

OFFICE213

1

100

2

185 SF

LARGE STUDY202

1

15

13

118 SF

OFFICE203

1

100

2

118 SF

OFFICE204

1

100

2

200 SF

HOSPITALITY205

1

100

2

70 SF

STAFFRRM.214

0

0

0

118 SF

STOR206

1

300

1

120 SF

COUNSELING207

1

100

2

120 SF

COUNSELING208

1

100

2

120 SF

ED. ADVISOR209

1

100

2

133 SF

DATA217

1

300

1

105 SF

MECH218

1

300

1

125 SF

ELEC216

1

300

1

83 SF

CUST.215

1

300

1

119 SF

TREATMENT224

1

100

2

67 SF

PATIENT RRM230

0

0

0

119 SF

TREATMENT225

1

100

2

119 SF

TREATMENT226

1

100

2

242 SF

LOBBY/ WAITING232

1

15

17

103 SF

LAB229

1

100

2

524 SF

HALL228

0

0

0

110 SF

ADMINSUPPORT

221

1

100

2

132 SF


227

1

300

1

66 SF

STAFF RRM.222

0

0

0

82 SF

HOSPITALITY233

1

100

1

181 SF

CONFERENCE234

1

15

13

138 SF

COUNSELOROFFICE

223

1

100

2

340 SF

CLINICIAN WORK231

1

100

4

1-HRSHAFT

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR


69 72"

69 72"

3436"

59180"

59 72"

2436"

24 36"

TRAV

EL D

IST

= 93

'

TRAVEL DIST = 90'

85 SF

DATA304

1

300

1

69 SF

CUST303

1

300

1

183 SF

MENSRRM301

0

0

0

164 SF

WOMENSRRM302

0

0

0

168 SF

MANAGERSOFFICE

308

1

100

2

121 SF

OFFICE315

1

100

2

156 SF

RECEPTION306

1

15

11

817 SF

OPENRESOURCE

307

1

20

41

124 SF

OFFICE316

1

100

2

124 SF

OFFICE309

1

100

2

124 SF

OFFICE310

1

100

2

180 SF

OFFICE317

1

100

2

388 SF

MEETING ROOM314

1

15

26

97 SF

COPY/ STOR.311

1

100

2

170 SF

HALL312

0

0

0

183 SF

HOSPITALITY313

1

100

2



1-HR WALL



ROOF

ROOF


2736"

27 36"

28 72"

28 72"

6' - 2"

6' - 0"

TRAVEL DIST = 59'

TRAV

ELD

IST

=85

'



ROOM NAME101

150 SF

# Exit

OL

OLF

SYMBOLS LEGEND




# OCCWIDTH (")


1-HR RATED WALL


1-HR

PLEASE RECYCLE

Project Title


Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal



APPL.

ACDATE

FLS SS

----

DSN

DRW

CHK

010203040506070809

J

H

G

F

E

D

C

B

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J

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010203040506070809

SM

NOTES

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C:\R

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.rvt

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1/16" = 1'-0"


Schematic Design

A0.11


5018004



10/29/2012

1/16" = 1'-0"





















nnn







4.1 CODE ANALYSIS AND EXITING DIAGRAMS

FIRST FLOOR PLAN

For a larger scale view of these plans,

refer to the Schematic Design submittal

drawing package


UP

UP

DN

UP

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

721 SF

CLASSROOM104

1

20

37

143 SF

WORKROOM

108

1

100

2

111 SF

FACULTYOFFICE

106

1

100

2

111 SF

FACULTYOFFICE

107

1

100

2

113 SF

FACULTYOFFICE

105

1

100

2

239 SF

MEDIA TECHSUPPORT

111

1

100

3

312 SF

MENSRESTROOM

102

0

0

0

340 SF

WOMENSRESTROOM

101

0

0

080 SF

CUST.103

1

300

1

186 SF

CONFERENCE110

1

15

13

282 SF

ENTRY109

0

0

0

98 SF

IDF112

1

300

1

613 SF

STUDYCENTER

115

1

20

31

192 SF

TECHSUPPORT

114

1

100

2851 SF

COMPUTER LAB116

1

20

43

467 SF

STUDYCENTER

119

1

20

25

95 SF

COUNSELINGOFFICE

121

1

100

1

95 SF

COUNSELINGOFFICE

122

1

100

1

96 SF

ADMINSUPPORT

123

1

100

1

365 SF


WAITING120

1

15

26

577 SF

PEER MENTORING124

1

15

39

8872"

13 36"

7472"

20 72"20 36

"

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR


3636"

44 72"

37 36"

3643"

TRAVELDIST

=88'

TRAVEL DIST = 53'

TRAVEL DIST = 57'

667 SF

CLASSROOM220

1

20

34

1834 SF

OPEN STUDY201

2

20

92

121 SF

SMALL STUDY210

1

15

8

120 SF

SMALL STUDY211

1

15

8

118 SF

COUNSELING212

1

100

2

118 SF

OFFICE213

1

100

2

185 SF

LARGE STUDY202

1

15

13

118 SF

OFFICE203

1

100

2

118 SF

OFFICE204

1

100

2

200 SF

HOSPITALITY205

1

100

2

70 SF

STAFFRRM.214

0

0

0

118 SF

STOR206

1

300

1

120 SF

COUNSELING207

1

100

2

120 SF

COUNSELING208

1

100

2

120 SF

ED. ADVISOR209

1

100

2

133 SF

DATA217

1

300

1

105 SF

MECH218

1

300

1

125 SF

ELEC216

1

300

1

83 SF

CUST.215

1

300

1

119 SF

TREATMENT224

1

100

2

67 SF

PATIENT RRM230

0

0

0

119 SF

TREATMENT225

1

100

2

119 SF

TREATMENT226

1

100

2

242 SF

LOBBY/ WAITING232

1

15

17

103 SF

LAB229

1

100

2

524 SF

HALL228

0

0

0

110 SF

ADMINSUPPORT

221

1

100

2

132 SF


227

1

300

1

66 SF

STAFF RRM.222

0

0

0

82 SF

HOSPITALITY233

1

100

1

181 SF

CONFERENCE234

1

15

13

138 SF

COUNSELOROFFICE

223

1

100

2

340 SF

CLINICIAN WORK231

1

100

4

1-HRSHAFT

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR


69 72"

69 72"

3436"

59180"

59 72"

2436"

24 36"

TRAV

EL D

IST

= 93

'

TRAVEL DIST = 90'

85 SF

DATA304

1

300

1

69 SF

CUST303

1

300

1

183 SF

MENSRRM301

0

0

0

164 SF

WOMENSRRM302

0

0

0

168 SF

MANAGERSOFFICE

308

1

100

2

121 SF

OFFICE315

1

100

2

156 SF

RECEPTION306

1

15

11

817 SF

OPENRESOURCE

307

1

20

41

124 SF

OFFICE316

1

100

2

124 SF

OFFICE309

1

100

2

124 SF

OFFICE310

1

100

2

180 SF

OFFICE317

1

100

2

388 SF

MEETING ROOM314

1

15

26

97 SF

COPY/ STOR.311

1

100

2

170 SF

HALL312

0

0

0

183 SF

HOSPITALITY313

1

100

2



1-HR WALL



ROOF

ROOF


2736"

27 36"

28 72"

28 72"

6' - 2"

6' - 0"

TRAVEL DIST = 59'

TRAV

ELD

IST

=85

'



ROOM NAME101

150 SF

# Exit

OL

OLF

SYMBOLS LEGEND




# OCCWIDTH (")


1-HR RATED WALL


1-HR

PLEASE RECYCLE

Project Title


Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal



APPL.

ACDATE

FLS SS

----

DSN

DRW

CHK

010203040506070809

J

H

G

F

E

D

C

B

A

J

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G

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010203040506070809

SM

NOTES

-


C:\R

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s\50

1800

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olis

.rvt

11/16/2012 8:49:12 AM

1/16" = 1'-0"


Schematic Design

A0.11


5018004



10/29/2012

1/16" = 1'-0"





















nnn







UP

UP

DN

UP

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

721 SF

CLASSROOM104

1

20

37

143 SF

WORKROOM

108

1

100

2

111 SF

FACULTYOFFICE

106

1

100

2

111 SF

FACULTYOFFICE

107

1

100

2

113 SF

FACULTYOFFICE

105

1

100

2

239 SF

MEDIA TECHSUPPORT

111

1

100

3

312 SF

MENSRESTROOM

102

0

0

0

340 SF

WOMENSRESTROOM

101

0

0

080 SF

CUST.103

1

300

1

186 SF

CONFERENCE110

1

15

13

282 SF

ENTRY109

0

0

0

98 SF

IDF112

1

300

1

613 SF

STUDYCENTER

115

1

20

31

192 SF

TECHSUPPORT

114

1

100

2851 SF

COMPUTER LAB116

1

20

43

467 SF

STUDYCENTER

119

1

20

25

95 SF

COUNSELINGOFFICE

121

1

100

1

95 SF

COUNSELINGOFFICE

122

1

100

1

96 SF

ADMINSUPPORT

123

1

100

1

365 SF


WAITING120

1

15

26

577 SF

PEER MENTORING124

1

15

39

8872"

13 36"

7472"

20 72"20 36

"

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR


3636"

44 72"

37 36"

3643"

TRAVELDIST

=88'

TRAVEL DIST = 53'

TRAVEL DIST = 57'

667 SF

CLASSROOM220

1

20

34

1834 SF

OPEN STUDY201

2

20

92

121 SF

SMALL STUDY210

1

15

8

120 SF

SMALL STUDY211

1

15

8

118 SF

COUNSELING212

1

100

2

118 SF

OFFICE213

1

100

2

185 SF

LARGE STUDY202

1

15

13

118 SF

OFFICE203

1

100

2

118 SF

OFFICE204

1

100

2

200 SF

HOSPITALITY205

1

100

2

70 SF

STAFFRRM.214

0

0

0

118 SF

STOR206

1

300

1

120 SF

COUNSELING207

1

100

2

120 SF

COUNSELING208

1

100

2

120 SF

ED. ADVISOR209

1

100

2

133 SF

DATA217

1

300

1

105 SF

MECH218

1

300

1

125 SF

ELEC216

1

300

1

83 SF

CUST.215

1

300

1

119 SF

TREATMENT224

1

100

2

67 SF

PATIENT RRM230

0

0

0

119 SF

TREATMENT225

1

100

2

119 SF

TREATMENT226

1

100

2

242 SF

LOBBY/ WAITING232

1

15

17

103 SF

LAB229

1

100

2

524 SF

HALL228

0

0

0

110 SF

ADMINSUPPORT

221

1

100

2

132 SF


227

1

300

1

66 SF

STAFF RRM.222

0

0

0

82 SF

HOSPITALITY233

1

100

1

181 SF

CONFERENCE234

1

15

13

138 SF

COUNSELOROFFICE

223

1

100

2

340 SF

CLINICIAN WORK231

1

100

4

1-HRSHAFT

ASSU

MM

EDPR

OP

LIN

E

11' - 1 1/4"

(E)BLDG

(E)BLDG

1-H

R1-

HR


69 72"

69 72"

3436"

59180"

59 72"

2436"

24 36"

TRAV

EL D

IST

= 93

'

TRAVEL DIST = 90'

85 SF

DATA304

1

300

1

69 SF

CUST303

1

300

1

183 SF

MENSRRM301

0

0

0

164 SF

WOMENSRRM302

0

0

0

168 SF

MANAGERSOFFICE

308

1

100

2

121 SF

OFFICE315

1

100

2

156 SF

RECEPTION306

1

15

11

817 SF

OPENRESOURCE

307

1

20

41

124 SF

OFFICE316

1

100

2

124 SF

OFFICE309

1

100

2

124 SF

OFFICE310

1

100

2

180 SF

OFFICE317

1

100

2

388 SF

MEETING ROOM314

1

15

26

97 SF

COPY/ STOR.311

1

100

2

170 SF

HALL312

0

0

0

183 SF

HOSPITALITY313

1

100

2



1-HR WALL



ROOF

ROOF


2736"

27 36"

28 72"

28 72"

6' - 2"

6' - 0"

TRAVEL DIST = 59'

TRAV

ELD

IST

=85

'



ROOM NAME101

150 SF

# Exit

OL

OLF

SYMBOLS LEGEND




# OCCWIDTH (")


1-HR RATED WALL


1-HR

PLEASE RECYCLE

Project Title


Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal



APPL.

ACDATE

FLS SS

----

DSN

DRW

CHK

010203040506070809

J

H

G

F

E

D

C

B

A

J

H

G

F

E

D

C

B

A

010203040506070809

SM

NOTES

-


C:\R

evit

Loca

l File

s\50

1800

4-A

12_c

entra

l_ss

olis

.rvt

11/16/2012 8:49:12 AM

1/16" = 1'-0"


Schematic Design

A0.11


5018004



10/29/2012

1/16" = 1'-0"





















nnn







SECOND FLOOR PLAN THIRD FLOOR PLAN


Provided: 3 4 73 3 4 4 0 3

4.3 PLUMBING FIXTURE CALCULATION


Appendix

A.1 SCHEDULEA.2 LEED CHECKLISTA.3 SITE PHOTOSA.4 SCHEMATIC PLANS AND SELECTED IMAGERY

A

J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S

1 SCHEMATIC DESIGN 2 months (8/31 to 10/31)75% SD DSA Collaborative Process Meeting 10/15/2012

75% SD Presentation to Compact 10/15/2012100% Schematic Design Submittal 10/31/2012

2 DESIGN DEVELOPMENT 2 months (11/1 to 12/31)80% DD DSA Collaborative Process Meeting 12/17/2012100% Design Development Submittal 12/31/2012

3 CONSTRUCTION DOCUMENTS 4 months (1/1 to 4/30)50% Construction Documents Submittal 3/1/201380% CD DSA Collaborative Process Meeting 4/1/201390% Construction Documents Submittal 5/1/2013

100% Construction Documents Submittal 5/1/2013DSA Submittal 5/1/2013

4 DSA & AGENCY REVIEW 6 months (5/1 to 10/31)DSA Plan Check Intake 5/1/2013DSA Back Check 10/31/2013

5 BIDDING 3 months (11/1 to 1/31)Advertise for BiddersJob WalkAddendum PeriodBid Opening

6 CONSTRUCTION 14 months (2/3 to 3/31) Kick-Off MeetingSubmittals & ProcurementSubstantial CompletionCommissioningPunchlist

Closeout7 OCCUPANCY 1 month (4/1 to 4/30)

Notice of Completion

OWNER REVIEW AGENCY REVIEW/MEETING

WORK PHASE

20152012 2013 2014

Mt SAC Student Support Services_Project Schedule_2012-09-10.xlsx 1 of 1

A.1 SCHEDULE


A.2 LEED SCORE CARD

LEED 2009 for New Construction and Major Renovations Mt SAC

Project Checklist 11/20/2012

17 7 2 Possible Points: 26Y ? N d/C Notes:

Y C Prereq 1 Civil to provide EPA CGP or ESC

1 d Credit 1 1 previously developed

5 d Credit 2 5 meet requirements

1 d Credit 3 Brownfield Redevelopment 1 no

6 d Credit 4.1 6 meet requirements

1 d Credit 4.2 1include a shower within 200 yds of entry, bike racks for 5% of building users at peak periods; showers for .5% for FTEs

3 d Credit 4.3 Alternative Transportation—Low-Emitting and Fuel-Efficient Vehicles 3 confirm with client; restripe existing parking spaces near building

2 d Credit 4.4 2 no new parking

1 C Credit 5.1 Site Development—Protect or Restore Habitat 1does not meet requirement50% site vegetated w/native/adapt.(excluding building)

1 d Credit 5.2 Site Development—Maximize Open Space 1meets requirementsconfirm if there is open space = building footprint

1 d Credit 6.1 Stormwater Design—Quantity Control 1

confirm strategy with civil; is imperv = 50% or less, then cannot exceed discharge rate of predevelopment peak. Is imperv is more than 50%, then 25% decrease in stomwater runoff from 2 yr 24 hr storm

1 d Credit 6.2 Stormwater Design—Quality Control 1confirm strategy with civil; captures and treats the stormwater runoff from 90% of the average annual rainfall ; remove 80% of the average annual postdevelopment total suspended solids

1 C Credit 7.1 Heat Island Effect—Non-roof 1meets requirementsspecify light colored concrete/paving with SRI of 29

1 d Credit 7.2 1meets requirementsuse PVC roof,(Sarnafil energysmart) cool roof product

1 d Credit 8 Light Pollution Reduction 1 confirm no uplighting will be used

Construction Activity Pollution Prevention

Site Selection

Development Density and Community Connectivity

Alternative Transportation—Public Transportation Access

Alternative Transportation—Bicycle Storage and Changing Rooms

Sustainable Sites

Alternative Transportation—Parking Capacity

Heat Island Effect—Roof

LEED 2009 for New Construction and Major Renovations Project Checklist 1 of 6



4 4 2 Possible Points: 10

Y ? N Notes:

Y d Prereq 1

2 2 d Credit 1 Water Efficient Landscaping 2 to 4 purple pipe is available at the site

2 Reduce by 50% 2

2 No Potable Water Use or Irrigation 4

2 d Credit 2 Innovative Wastewater Technologies 2

2 2 d Credit 3 2 to 4 consider 35%

Reduce by 30% 2

Reduce by 35% 3

Reduce by 40% 4


Y ? N Notes:

Y C Prereq 1

Y d Prereq 2

Y d Prereq 3

8 3 8 d Credit 1 1 to 19 20-30% minimum HMC standard; pursue higher %

Improve by 12% for New Buildings or 8% for Existing Building Renovations 1







8 Improve by 26% for New Buildings or 22% for Existing Building Renovations 8








Energy and Atmosphere

Minimum Energy Performance

Optimize Energy Performance

Water Efficiency

Water Use Reduction—20% Reduction

Fundamental Refrigerant Management

Water Use Reduction

Fundamental Commissioning of Building Energy Systems








Improve by 48%+ for New Buildings or 44%+ for Existing Building Renovations 19

7 d Credit 2 1 to 7 any on-site thru campus PV farm?

1% Renewable Energy 1







2 C Credit 3 2 verify with client; third party

2 d Credit 4 2 verify if central plant has been upgraded

3 C Credit 5 3significant cost, verify with MEP or third party; submeters, energy model,testing and adjusting

2 C Credit 6 2 verify is this is an option with the client

Enhanced Commissioning

Enhanced Refrigerant Management

Measurement and Verification

Green Power

On-Site Renewable Energy





Y ? N Notes:

Y d Prereq 1

3 C Credit 1.1 1 to 3

Reuse 55% 1

Reuse 75% 2

Reuse 95% 3

1 C Credit 1.2 Building Reuse—Maintain 50% of Interior Non-Structural Elements 1

2 C Credit 2 1 to 2 pursue 95%; coordinate with GC and hauling agency

50% Recycled or Salvaged 1

75% Recycled or Salvaged 2

2 C Credit 3 1 to 2

Reuse 5% 1

Reuse 10% 2

1 1 C Credit 4 1 to 2 coordinate with GC; include in spec

10% of Content 1

20% of Content 2

1 1 C Credit 5 1 to 2 coordinate with GC; include in spec

10% of Materials 1

20% of Materials 2

1 C Credit 6 Rapidly Renewable Materials 1

1 C Credit 7 1 pursue if minimum wood is used to keep costs down

Regional Materials

Certified Wood

Storage and Collection of Recyclables

Building Reuse—Maintain Existing Walls, Floors, and Roof

Construction Waste Management

Materials Reuse

Recycled Content

Materials and Resources





Y ? N Notes:

Y d Prereq 1

2 2 d Credit 1 Water Efficient Landscaping 2 to 4 purple pipe is available at the site

2 Reduce by 50% 2

2 No Potable Water Use or Irrigation 4

2 d Credit 2 Innovative Wastewater Technologies 2

2 2 d Credit 3 2 to 4 consider 35%

Reduce by 30% 2

Reduce by 35% 3

Reduce by 40% 4


Y ? N Notes:

Y C Prereq 1

Y d Prereq 2

Y d Prereq 3

8 3 8 d Credit 1 1 to 19 20-30% minimum HMC standard; pursue higher %








8 Improve by 26% for New Buildings or 22% for Existing Building Renovations 8








Energy and Atmosphere

Minimum Energy Performance

Optimize Energy Performance

Water Efficiency

Water Use Reduction—20% Reduction

Fundamental Refrigerant Management

Water Use Reduction

Fundamental Commissioning of Building Energy Systems






Y ? N Notes:

1 d/C Credit 1.1 1 confirm with campus

1 d/C Credit 1.2 1 confirm with campus facilities

1 d/C Credit 1.3 1 confirm with campus

1 d/C Credit 1.4 1 pursue 95%; coordinate with GC and hauling agency

1 d/C Credit 1.5 1 provide maps/cus schedules confirming routes/frequency

1 d/C Credit 2 1 Mercury reduction in lighting, reduction in parking,

process water treatment, clearing of invasive species.


Y ? N Notes:

1 d/C Credit 1.1 1 confirm with MEP and owner

1 d/C Credit 1.2 1 confirm with MEP

1 d/C Credit 1.3 1

1 d/C Credit 1.4 1

53 35 22 Possible Points: 110Certified 40 to 49 points Silver 50 to 59 points Gold 60 to 79 points Platinum 80 to 110

Innovation and Design Process

Total

Regional Priority Credits

Innovation in Design: Building as a Learning Tool

Innovation in Design: Green Cleaning

LEED Accredited Professional

Regional Priority: EA2 1% renewable energy

Regional Priority: WEc3 40% water reduction

Regional Priority: Specific Credit

Regional Priority: Specific Credit

Innovation in Design: POE

Innovation in Design: 95% construction waste management

Innovation in Design: Exemplary credit for SSc4.1





Y ? N Notes:

Y d Prereq 1

Y d Prereq 2

1 d Credit 1 1 confirm with MEP

1 d Credit 2 1 confirm with MEP

1 C Credit 3.1 1 confirm with Contractor






1 d Credit 5 1need to confirm use of entry grill/roll out matsconfirm other requirements with MEP

1 d Credit 6.1 Controllability of Systems—Lighting 1 confirm with MEP

1 d Credit 6.2 1 confirm with MEP

1 d Credit 7.1 1 confirm with MEP

1 d Credit 7.2 Thermal Comfort—Verification 1

1 d Credit 8.1 1

analysis in progress: 75% difficult but possible to achieve.75% of regurarly occupied spaces, 10fc min on 9/21 at 9 am and 3 pm galre cotnrol devices, and automaded shades can show compiance for only the min of 10 fc level

1 d Credit 8.2 1

does not meet requirementdirect line of sight to the outdoor environment via vision glazing between 30 inches and 90 inches above the finish floor for building occupants in 90% of all regularly occupied areas

Indoor Chemical and Pollutant Source Control

Controllability of Systems—Thermal Comfort

Thermal Comfort—Design

Daylight and Views—Daylight

Daylight and Views—Views

Construction IAQ Management Plan—During Construction

Construction IAQ Management Plan—Before Occupancy

Low-Emitting Materials—Adhesives and Sealants

Low-Emitting Materials—Paints and Coatings

Low-Emitting Materials—Flooring Systems

Low-Emitting Materials—Composite Wood and Agrifiber Products

Minimum Indoor Air Quality Performance

Environmental Tobacco Smoke (ETS) Control

Outdoor Air Delivery Monitoring

Increased Ventilation

Indoor Environmental Quality



A.3 EXISTING SITE PHOTOS

ABOVE FROM NORTHEAST

FROM SOUTH

FROM NORTHWEST

Mt. San Antonio Col lege - Studenet Support Services Schematic Design

SITE PLAN

A.4 SCHEMATIC PLANS & SELECTED IMAGERY


STUDENT SERVICES PLAZA

SOUTH APPROACH


1

1

H1A6.10

H1A6.10

A1A6.10

A1A6.10

DD

HH

5

5

7

7

4

4

GG

FF

EE

6

6

3

3

CC

AA

BB

8

8

JJ

2

2

KK

721 SF

CLASSROOM104

613 SF

STUDYCENTER

115

111 SF

FACULTYOFFICE

107

113 SF

FACULTYOFFICE

105111 SF

FACULTYOFFICE

106

186 SF

CONFERENCE110

192 SF

TECHSUPPORT

114

239 SF

MEDIA TECHSUPPORT

111143 SF

WORKROOM

108

365 SF

STUDENT WORKRM/ RECEPTION/WAITING

120

467 SF

STUDYCENTER

119

577 SF

PEER MENTORING124

96 SF

ADMINSUPPORT

123

95 SF

COUNSELINGOFFICE

122

95 SF

COUNSELINGOFFICE

121

340 SF

WOMENSRESTROOM

101

80 SF

CUST.103

312 SF

MENSRESTROOM

102

282 SF

ENTRY109

137 SF

ELEV 01-

98 SF

IDF112

Redundant Room

ELEV 02-

38 SF

ELECTRICAL117

535 SF

OUTDOOR PATIO0

103' - 9 3/4"

143'

- 7"

206 SF

HALL235

42' -

6"

101' - 6"

122'

- 1"

UP

UP

851 SF

COMPUTER LAB116

FIRST FLOOR PLAN


PEER MENTORING

PEER MENTORING

FIRST FLOOR PLAN


1

1 H1A6.10

H1A6.10

A1A6.10

A1A6.10

DD

HH

5

5

7

7

4

4

GG

FF

EE

6

6

3

3

CC

AA

BB

8

8

JJ

2

2

KK

120 SF

ED. ADVISOR209

200 SF

HOSPITALITY205

120 SF

COUNSELING208

118 SF

OFFICE204

118 SF

OFFICE203

185 SF

LARGE STUDY202

121 SF

SMALL STUDY210

120 SF

SMALL STUDY211

83 SF

CUST.215

120 SF

COUNSELING207

118 SF

COUNSELING212

667 SF

CLASSROOM220

105 SF

MECH218

125 SF

ELEC216

133 SF

DATA217

181 SF

CONFERENCE234

138 SF

COUNSELOROFFICE

223

110 SF

ADMINSUPPORT

221

82 SF

HOSPITALITY233

242 SF

LOBBY/ WAITING232

524 SF

HALL228

340 SF

CLINICIAN WORK231

67 SF

PATIENT RRM230

103 SF

LAB229

132 SF


227

119 SF

TREATMENT226

119 SF

TREATMENT225

119 SF

TREATMENT224

1834 SF

OPEN STUDY201

66 SF

STAFF RRM.222

133 SF

ELEV.-

183 SF

PATIO0

118 SF

STOR206

118 SF

OFFICE213

70 SF

STAFFRRM.

214

103' - 9 3/4"

103' - 9 3/4"

143'

- 7"

143'

- 7"

8 SF

FIRE RISER237

56' -

4"

D

UP

UP

UP

EXT. BALCONY

SECOND FLOOR PLAN


BRIDGE & ASPIRE ENTRY

OPEN STUDY AREA


1

1H1

A6.10

H1A6.10

A1A6.10

A1A6.10

DD

HH

5

5

7

7

4

4

GG

FF

EE

6

6

3

3

CC

AA

BB

8

8

JJ

2

2

KK

156 SF

RECEPTION306

817 SF

OPENRESOURCE

307124 SF

OFFICE316

121 SF

OFFICE315

168 SF

MANAGERSOFFICE

308

124 SF

OFFICE309

124 SF

OFFICE310

388 SF

MEETING ROOM314

183 SF

HOSPITALITY313

170 SF

HALL312

183 SF

MENSRRM

301

164 SF

WOMENSRRM

302

69 SF

CUST303 85 SF

DATA304

Not Enclosed

MECH305

97 SF

COPY/ STOR.311

138 SF

ELEV.-

SHAFT

103' - 9 3/4"

OPEN TO BELOW

ROOF

ROOF

2ND FLOOR CLERESTORY

103' - 9 3/4"

143'

- 7"

143'

- 7"

180 SF

OFFICE317

D

D

EXT. BALCONY

THIRD FLOOR PLAN


OPEN RESOURCE

CONFERENCE ROOM


1

1H1

A6.10

H1A6.10

A1A6.10

A1A6.10

DD

HH

5

5

7

7

4

4

GG

FF

EE

6

6

3

3

CC

AA

BB

8

8

JJ

2

2

KK

101' - 6"

RIDGERIDGE

RIDGE

RID

GE

MECHANICAL WELL+ 31'-0" F.F.

3' - 0"

7' - 9"

26' -

9"

11 3

/4"

2' -

6 3/

4"2'

- 10

1/2

"11' - 7 1/4" 4 1/2"

14' - 3 3/4"

12' -

11"

1' - 2 1/4"

1' - 4 1/2"

55' -

10"

103' - 9 3/4"

OPEN

1/4" PER 1'-0" TYP.

1/4" PER 1'-0" TYP.

1/4" PER 1'-0" TYP.

1/4" PER 1'-0" TYP.

46' - 6" T.O.R.46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

40' - 6" T.O.R. 40' - 6" T.O.R.

40' - 6" T.O.R. 40' - 6" T.O.R.

33' - 0" T.O.P.

33' - 0" T.O.P.

33' - 0" T.O.P.

44' - 0" T.O.P.

44' - 0" T.O.P.

44' - 0" T.O.P.

37' - 0" T.O.P.

33' - 0" T.O.P.

143'

- 7"

46' - 0" R.D.

46' - 0" R.D.

46' - 0" R.D.46' - 0" R.D.

46' - 0" R.D.46' - 0" R.D.

40' - 0" R.D.

40' - 0" R.D.

31' - 0" R.D.

31' - 0" R.D.

31' - 0" R.D.

46' - 0" R.D.

37' - 0" T.O.P.

46' - 0" R.D.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6"

46' - 6"

46' - 6" T.O.R.

37' - 0" T.O.P.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6" T.O.R.

46' - 6"

46' - 6" T.O.R.

46' - 6" T.O.R.

ROOF ACCESSLADDER

ROOF PLAN


SOUTHWEST AERIAL

NORTHEAST AERIAL

Mt. San Antonio Col lege - Studenet Support Services Schematic Design