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DESIGN DEVELOPMENT NARRAT
A L B U Q U E R Q U E P U B L I C S C H O O L SA L B U Q U E R Q U E P U B L I C S C H O O L
JANUARY 12, 20
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DESIGN DEVELOPMENT NARRAT
A L B U Q U E R Q U E P U B L I C S C H O O L S
. i. APS Design Committee page 1ii. Design Team page 1
II. PROJECT OVERVIEW
i. History Page 2III. DESIGN CONCEPTS
i. Architectural Concepts page 3ii. Landscape page 5iii. Structural Concepts page 6iv. Mechanical Concepts page 8v. ec r ca
oncep s page
vi. Civil page 24vii. LEED Concepts page 26
IV. DESIGN CRITERIA
i. Space Program page 48. Re erences page 49
iii. Site page 50iv. International Building Code page 50
V. DRAWINGS
i. AS‐101 Site Plan page 51ii. AS‐102 Phasing Plan page 52iii. A‐101 Renovation Floor Plan page 53iv. A‐111 First Floor Plan page 54v. A‐112 Second Floor Plan page 55vi. A‐113 Clerestory Level Plan page 56vii. A‐141 Roof Plan page 57
. ‐
ix. A‐301
Building
Sections page 59
VI. COST ESTIMATE page 60VII. APPENDIX
TABLE OF CONTENTS
i. Meeting Minutes page 73ii. Zone Atlas Map page 84
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DESIGN DEVELOPMENT NARRAT
A L B U Q U E R Q U E P U B L I C S C H O O L S
I. PROJECT TEAMS
i. APS Design CommitteeRoldan Pasion, Project Manager, Staff Architect
EDI, LEED consultant
Kris Callori, Principal
Matt Hi ins LEED AP ASHREA‐HBDP
Amanda Redmond ‐neal, LEED AP
Commissioning Agent
Test Marcx
Robert Quintana II, Operations Manager
ii. Design Team
Architect
Fanning Bard Tatum Architects
Art Tatum, Principal ‐in‐Charge
Susan Johnson, Project Architect
Civil Engineer
Bohannan Houston
Bruce Stidworthy,
Structural Engineer
Walla Engineering
e a a,
Mechanical Engineer
Bridgers & Paxton
Rich Rief
Electrical Engineer
Bridgers & Paxton
John Heck
Landscape Architect
Morrow Reardon Wilkinson Miller
Dennis Wilkinson
PAI. P R O J E C T T E A M S
Estimating
Balis & Company
Jon Balis
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DESIGN DEVELOPMENT NARRAT
A L B U Q U E R Q U E P U B L I C S C H O O L S
Truman Middle School , formerly known as Westgate, has undergone a multitude of additions
and renovations. The initial design was begun in September of 1973.
PAII. P R O J E C T O V E R V I E W ‐ HISTORY
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DESIGN DEVELOPMENT NARRAT
A L B U Q U E R Q U E P U B L I C S C H O O L S
USGBC – LEED : This project is a LEED project, and will meet the
requirements set forth by the USGBC to achieve LEED SILVER minimum
certification. Albuquerque Public Schools has contracted separately with a
LEED consultant.
PAIII. DESIGN CONCEPTS ‐ ARCHITECTURAL
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III. DESIGN CONCEPTS
ii. Landscape
The landscape design concept for Truman Middle School is to represent
an re ect t e nat ve env ronments o uquerque. e an scape
surrounding the school buildings will echo the surrounding xeric landscape
of the West Mesa, while any interior planting areas or courtyards will
represent the nearby landscape of the Rio Grande Bosque. Drop‐
off/pickup areas will have street trees for shade and an appropriate
landscape buffer to separate pedestrian and vehicular traffic. Trees will
.
irrigation system will be highly efficient and will comply with all APS
standards for irrigation. Plants will be chosen in accordance with APS
standards and in keeping with the concept, will be native or naturalized,
low water use, and low maintenance. Wind and dust abatement measures
such as windbreak plantings and re‐vegetation for soil stabilization will be
used to minimize sand blowin on site and create a leasant microclimate.
Overall, the landscape will serve to create a regionally appropriate and
comfortable learning environment.
PAIII. DESIGN CONCEPTS ‐ LANDSCAPE
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A L B U Q U E R Q U E P U B L I C S C H O O L S
.
iii. Structural Design Parameters ( continued )
STRUCTURAL NARRATIVE
e pro ec s a + ‐ , , wo s ory c assroom, compu er a s, an
science labs addition in Albuquerque NM to the existing school.
The new roof structure will be a steel joist and metal deck roof assembly
supported by primarily masonry walls and some load‐bearing steel beams and
steel columns at the corridor. The joists are pre‐engineered steel members
manufactured by a member of the Steel Joist Institute (SJI) and will be spaced
at 5’‐0” on center. These oists will bear on the masonry walls and on steelbeams at the high roof over the corridor. The deck will be 1‐1/2”deep, 22
gage painted B‐deck with nestable sidelaps.
The new floor structure will have concrete topping over composite steel deck
over composite steel beams that connect into masonry walls. The steel beams
will be W‐section members with ¾ inch diameter headed studs welded to
them through the deck. The steel beams will be spaced at approximately 6 ft
on center and the headed studs spaced at approximately 12 to 24 inches on
center.
Exterior masonry walls are constructed of 8 inch thick CMU reinforced withtruss type joint reinforcing at 16 inches on center and #5 vertical bars at 32
inches on center with multi le bars and/or reinforced cells at amb locations.
Wall openings will be designed with masonry lintels adequate to span the wall
openings and carry gravity, wind, and seismic loads to the jambs.
Steel columns and bearing walls will be supported with cast in place concrete
footings constructed with 3000 psi concrete and steel rebar reinforcing. A 4
inch thick, cast in place slab on grade will serve as the primary floor assembly.
geotechnical report.
Lateral loads will be resisted by masonry shear walls. These masonry shear
walls will be designed to resist both wind and seismic loads. A perimeter deck
angle attachment will transfer diaphragm loads from the floor and roof
diaphragms to the masonry shear walls and these metal deck diaphragms will
PAIII. DESIGN CONCEPTS ‐ STRUCTURAL
.
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DESIGN DEVELOPMENT NARRAT
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.
iv. Mechanical Design Parameters
GENERAL
approach and general recommendations for this facility. The scope of this project
is a 23,000 sq ft two story classroom addition at the existing Truman Middle
School campus. The addition will consist of 10 classrooms, 4 science labs, and 2
computer labs in addition to support space. The building is a traditional double
loaded corridor school building.
REFERENCES
Uniform Mechanical Code (UMC ‐ Latest Edition)
Uniform Plumbing Code (UPC ‐ Latest Edition)
International Building Code (IBC ‐ Latest Edition)
National Fire Protection Association (NFPA ‐ Latest Edition)
American Society of Heating, Refrigeration, Air Conditioning Engineers (ASHRAE)
Americans with Disabilities Act (ADA)
National Fire Protection Code & Life Safety NFPA
Albuquerque Public School Design Guidelines
Heating , Ventilating,
and
Air
Conditioning
u oor es gn on ons
Location: Albuquerque, New Mexico, ASHRAE climate zone 4B
Elevation: 5300 feet above sea level
Winter 99% Design Dry‐bulb: 13°F
Summer 1% Design Dry‐bulb/Wet‐bulb: 93°F /60°F
Latitude: 35.0 N
Longitude: 106.6
PAIII. DESIGN CONCEPTS ‐ MECHANICAL
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III. DESIGN CONCEPTS
Heating , Ventilating, and Air Conditioning ( continued )
Indoor
Design
Conditions
Indoor conditions will be maintained within the acceptable range set forth in
ASHRAE 55‐2004.
Space Winter Summer Relative Humidity
General 68°F 72°F N/A
Classrooms 68°F 72°F N/A
Mech/Elec Rm 55°F 95°F N/A
IT/Comp Room 68°F 68°F N/A
Energy Conservation
The building will be LEED Certified and will need to exceed the ASHRAE 90.1 ‐
2007 energy performance based on the performance rating method. The
analysis and documentation of the energy performance will be performed by the
Districts LEED Consultant.
Envelope Construction
The buildings envelope will need to meet or exceed the requirements of ASHRAE
90.1 2007 which are as follows for the 4B Climate zone:
Roof (insulation
above
deck):
R20/U
‐0.048
assembly
max
Wall (steel framed): R13 + R7.5/U‐0.064 assembly max
Wall (block): R9.5/U‐0.104 assembly max
Slab (on grade): NR
Glazing: U‐0.55/SHGC‐0.40
Interior Loads
Equipment: The individual space loads are currently not well defined. Heating
and cooling load calculations will be based on ASHRAE Fundamentals and actual
project requirements as t ey are eve ope .
People:
250 British
thermal
units
per
hour
(Btu/hr)
(sensible),
200
Btu/hr
(latent). Space occupancy will be based on architectural furniture plans and
ASHRAE standards where no information is available.
Lights: Lighting loads will need to meet or exceed requirements established in
ASHRAE 90.1‐2007 as listed below.
Classrooms: 1.4w/SF
PAIII. DESIGN CONCEPTS ‐ MECHANICAL
Restrooms: 0.9 w/SF
Corridors: 0.5 w/SF
Elect/Mech 1.5 w/SF
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DESIGN DEVELOPMENT NARRAT
A L B U Q U E R Q U E P U B L I C S C H O O L S
.
Plumbing Design Parameters
Plumbing Fixtures
p um ng x ures w e spec e us ng commerc a qua y ma er a s an r m
and will be fully compliant with all applicable accessibility requirements and
conservation standards.
The Albuquerque Public School (APS) System has standardized on American
Standard fixtures and Sloan flush valve trim. Lavatory faucets will be automatic
with 120v controls. Water closets will be floor mounted with manual flush valve
(1.28 gpf)
type.
Urinals
will
be
wall
hung
very
low
flow
(0.125
gpf)
type.
Electric
water coolers will meet APS standards.
Service sinks will be specified to be floor mounted. Floor drains with trap primers
and loose key hose bibbs will be installed in each restroom to facilitate floor
cleaning.
Plumbing fixtures in the building were selected to reduce the building’s potable
water consumption.
Domestic Water
Domestic hot water supply will be provided by gas fired, electronic ignition (no
.
Domestic (potable) cold, hot, and hot water recirculation mains will be routed
through the facility.
Tempered hot water will be provided to the lab sinks.
maintenance.
Zone valves will be strategically located so as to allow isolation of segments of the
system, thus preventing a system wide shutdown and drain down to facilitate
maintenance/repair/renovation.
PAGIII. DESIGN CONCEPTS ‐ MECHANICAL
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.
Plumbing Design Parameters ( continued )
Sanitary Sewer
p um ng x ures w e connec e o e ex s ng conven ona grav y‐ ype
sanitary sewer and vent system utilizing cast iron materials.
Hub and spigot cast iron pipe will be used within the building and PVC only
allowed outside the building.
All system connections will be trapped and vented with vents routed to
termination at
the
roof
level.
The sanitary drain system shall be designed to a point 5 feet beyond the building
perimeter.
Storm Sewer
Roof drainage will be by interior piped systems which will daylight at grade.
Natural Gas
Natural gas will be served by a new yard line served from the schools existing
meter.
Gas will be provided to science classrooms if required by program.
Site Utilities
Every effort will be made to use the existing utility system and avoid new utility
work.
If required,
domestic
water,
fire
protection
water,
and
sanitary
sewer
will
be
designed to on‐site utility connection points outside the building.
Provisions for backflow prevention, heated enclosures, various fire protection
system connections, area isolation valves, and allowances for future expansion
will be coordinated with APD and the Architect.
PAGIII. DESIGN CONCEPTS ‐ MECHANICAL
Utility design, from 5 foot beyond the building, for all of the above systems shall
be provided under the Civil Engineering Section.
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DESIGN DEVELOPMENT NARRAT
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.
v. Electrical Design Parameters
GENERAL
Scope
The purpose of this narrative is to provide a scope for the electrical systems,
design approach, and general recommendations for this facility. The scope of this
project is a 23,000 sq ft two story classroom addition at the existing Truman
Middle School campus. The addition will consist of 10 classrooms, 4 science labs,
and 2
computer
labs
in
addition
to
support
space.
The
building
is
a
traditional
double loaded corridor school building. Occupancy type E
Codes and Applicable Standards:
(National Electrical Code), 72,101, 780.
New Mexico Electrical Code latest edition.
International Building Code (IBC 2006).
n orm re o e .
Illuminating Engineering Society of North America (IESNA) Handbook.
Uniform Federal Accessibility Standards (UFAS).
New Mexico Night Skies Protection Act.
International Energy
Conservation
Code
(IECC
2003)
Albuquerque Public Schools Electrical Design Standards
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
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III. DESIGN CONCEPTS
v. Electrical Design Parameters
GENERALElectrical Distribution
r mary erv ce s r u on:
The Public Service Company of New Mexico (PNM) currently provides 12470V,
3Ph primary service to the project site. At the northeast corner of the existing
building a PNM transformer and meter enclosure are located. Coordination with
PNM and the schools existing and new loads will be required so that PNM can
decide if the existing transformer size will require and increase.
Existing Secondary Equipment:
The existing service equipment is 1200A, 480Y/277V, 3 Ph and will remain in place
and be re‐fed from new electrical equipment as discussed below. The existing
schools peak load will need to be verified through APS energy department and/or
PNM.
New Secondary Electrical Equipment and Distribution:
A new 3000A, 480Y/277V exterior mounted switchboard will be designed to
accommodate serving the existing schools 1200A service, phase I construction(23,000sq.ft.), and future phases of classrooms (24,000sq.ft.), Auxiliary
Gymnasium (8,000sq.ft.), additional dinning space (5,000sq.ft.), and a bus loop.
Secondary Power Distribution:
480Y/277V, 3 Phase from utility transformers to the new electrical main
distribution equipment. 480Y/277V, 3 Phase electrical Panels will be located
in sub electrical rooms in the layout of each section of the building.
208Y/120V, 3 Phase electrical Panels will be located in sub electrical rooms inthe layout of each section of the building. This voltage will be derived from
transformers connected to each 480Y/277V panel.
Lighting and Mechanical equipment will be on the 480Y/277V, 3 Phase
systems, and receptacle and computer loads will be on the 208Y/120V, 3
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
Motion‐sensor faucets, if incorporated into design will be provided with 120V
single‐phase power.
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DESIGN DEVELOPMENT NARRAT
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III. DESIGN CONCEPTS
GENERAL ( continued )Branch Circuits
Individual circuits will be used for general lighting and receptacle loads. Device
quantities on each branch circuit will adhere to NMEC standards.
Generally, loading on lighting circuits will be limited to 75% or less of the branch
breaker rating.
A minimum of 20% spare breakers / space will be allowed in all new branch
circuit panel boards.
n mum w re s ze or ranc c rcu s s no. copper, excep a no.
AWG copper will be used on 120 volt circuits longer than 75 feet. An equipment
grounding conductor will be run in each branch circuit.
Emergency Power
Emergency power will serve the lighting for life safety purposes.
Emergency lighting will be derived via individual battery packs in selected
fluorescent luminaries.
Fire Alarm
and
communication
systems
will
have
self
contained,
integral
batteries,
to operate equipment for a set time in the event of a power outage.
Surge Suppression
Surge Protection Devices (SPD) will be installed in panels where computer loads
are prevalent.
The SPD is used to minimize damaging internal and externally generated electrical
transients that can damage electronic equipment.
Grounding System
The grounding electrode system will consist of a new Ufer ground, structural steel
in each building, ground rod, and cold‐water electrodes.
All of these electrodes will be joined together at a new main grounding bar,
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
adjacent to the main electrical service.
All feeders and branch circuits will contain insulated, copper, equipment ground
conductors.
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.
GENERAL ( continued )Telephone Service Primary Service Distribution
project site.
The incoming distribution is underground, and extends from a utility pole near the
north school property line.
Coordination with APS will be required to determine if this existing
MDF room in the new Phase I building.
Secondary Telephone and Data Distribution
Underground communication raceways, sized appropriately, will be used between
MDF room and sub IDF rooms. Some conduits will be stubbed 5’‐0” beyond
building for use in future phases. Raceways will be capped and include a pull
rope.
Telephone/Data infrastructure throughout the school will be as follows:
Cable tray and/or J‐hooks from MDF or IDF rooms through corridors.
Raceway, minimum 1”, from cable tray/J‐hooks to device.
Outlets, 4” square, 2½”deep with mud ring at each device location.
Albuquerque Public Schools will have their contracted vendors provide the
following:
Headed
equipment
for
communication
systems
Termination of cable to each device and at equipment source.
Testing of all terminations and system.
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
,
Telecommunications consultant will be coordinated with for the requirements
of the equipment, cabling, devices, terminations listed above.
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.
GENERAL ( continued )Exterior Lighting
, ,
with lighting, utilizing a combination of building mounted luminaries and pole
mounted luminaries.
Two pedestrian level pole mount luminaries will be provided in the staff parking
lot to the east. Maximum 25’‐0” high and minimum 12’‐0” high poles will be used.
Skies Protection Act.
Lighting levels will be designed in accordance with IESNA recommendations.
Except for the security lighting, the control for the exterior lighting will generally
be via a programmable panel system, but a photoelectric control‐on at dusk, time
switc ‐o can e uti ize i APS esires.
The security lighting will be generally be via a programmable panel system, but
photoelectric control‐on at dusk and photoelectric control‐off at dawn can be
utilized if
APS
desires.
Astronomical time clocks or the existing, self contained Powerlink panel will be
used.
Lighting foot‐candle levels will be designed in accordance to IESNA recommended
levels.
Egress from building to public way will be designated by the Architect and will be
provided with emergency lighting along path to public way or to distances as
dictated by code.
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
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III. DESIGN CONCEPTS
GENERAL ( continued )Interior
Lighting
Lighting design will consider ease of maintenance, energy efficiency and suitability
or e env ronmen . uorescen amps w e or compac uorescen w a
color temperature of 3500 Kelvin, with energy saving electronic ballasts to
minimize energy use. Illumination levels will be in accordance with IESNA
standards and APS electrical design standards.
Classrooms:
Linear direct/indirect pendant luminaires will be utilized to provide a better
teaching and learning environment. Luminaires will be mounted 18in. below
ceiling level with ceiling heights at approximately 10ft. AFF. Illumination levels
will be targeted for 50 foot‐candles, measured horizontally at desk‐height.
Computer Labs:
Linear direct/indirect pendant luminaires will be utilized to provide a better
teaching and learning environment. Luminaires will be mounted 18in. below
ceiling level
with
ceiling
heights
at
approximately
10ft.
AFF.
Illumination
levels
will be targeted for 30‐40 foot‐candles, measured horizontally at desk‐height.
Offices:
Linear direct/indirect pendant luminaires will be utilized to provide a better
teaching and learning environment. Luminaires will be mounted 18in. below
ceiling level with ceiling heights at approximately 10ft. AFF. Illumination levels
‐ ‐ ‐ , .
This
will
be
determined
based
on
the
task
in
office.
Corridors:
2X4 troffer luminaires will be utilized. Luminaires will be recess‐mounted flush
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
.
foot‐candles, measured horizontally at the floor. Special consideration will be
given to common areas.
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Interior Lighting ( continued )
Storage Spaces/Utility rooms:
Fluorescent surface mounted utility strips will be used for general illumination.
Illumination levels will be targeted for 15 foot‐candles, measured horizontally at
the floor.
Media Center:
If included, will incorporate Linear direct/indirect pendant luminaires will be
utilized to provide a better teaching and learning environment. Luminaires will be
mounted 18in. below ceilin level with ceilin hei hts at a roximatel 10ft. AFF.
Illumination levels
will
be
targeted
for
30
‐40
foot
‐candles,
measured
horizontally
at desk‐height.
Cafeteria/Dining:
‐, .
mounted flush within a new suspended ceiling. Illumination levels will be targeted
for 15‐20 foot‐candles, measured horizontally at the floor.
Gymnasium:
,
joist/beam structure in room. Luminaires will be vandal resistant. Foot‐candle
levels will be approximately 50‐80 measured in the vertical and horizontal plane
over court
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
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Li htin Controls
Lighting control will consider ease of maintenance, energy efficiency and
suitability of the environment. The following areas will be controlled per APS
standards. Lighting control will follow APS standard Option 1 unless otherwisedirected by APS.
Classrooms:
Master control of room will be via dual technology ceiling mounted sensors. In
some rooms the sensor may be wall mounted. Sensor will turn on and off
room switch control.
wo ogg e sw c es w e ns a e a en ry o c assrooms. ne sw c w
control single inboard lamp and one switch will control two outboard lamps of
luminaries. By utilizing dual switching we can provide four different levels of
lighting: off, one lamp, two lamps, and three lamps. Teacher has full control of
room and environment.
Day‐lighting control will be used in rooms that incorporate Architectural day‐
light design. A sensor will be located in room to shut off the two outboard
lamps of luminaries in room. Teacher will still perceive control because the
inboard lamps will be controlled by the teacher.
Offices:
Offices will have toggle switch and occupancy type control. Per APS standards.
In large office spaces ceiling mounted occupancy sensors should be utilized.
Large open areas:
Dual technolo sensors mounted on wall at several locations will be used.
Sensor will turn on and off room switch control.
Keyed toggle switches will be installed at entry to room. Single or three‐way
switching switch will control single inner lamps and will also control two
outboard lamps of luminaries by utilizing dual switching we can provide four
different levels of lighting: off, one lamp, two lamps, and three lamps.
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
Custodian will have full control of room and environment.
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Lighting Controls ( continued )
Gymnasium:
Master control will be with occupancy sensors will be master control for gym
luminaires on and off.
Momentary contact switches will be installed at entry to gymnasium for
secondary control. One switch will control class time lamps/luminaires and
one switch will control sports lighting during an event.
If day‐light is incorporated architecturally sensors will be incorporated.
Teacher/Coach has full control of room and environment.
Corridor:
Lighting will be controlled with keyed switches at each end of corridor or at all
entry points to the corridor. No sensors will be used in the corridors.
Corridors may also be programmed via a programmable system to turn on at
6am and off at 11 m.
No night lighting for security per APS standards.
Exterior building
mounted,
roadway,
and
parking
area
luminaries:
programmable system. This will allow programming by APS M&O
department.
Lighting for building and roadway will be on at dusk and off at dawn.
Parking area lighting will be on at dusk and off at midnight. APS may require
lighting on through the night for security reasons. This will be determined
.
Utility type rooms, i.e. Janitors closets, custodians and the like:
Master control of rooms will be via a dual technology ceiling or wall mounted
sensor. Sensor will turn on and off switch control.
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
Toggle and keyed switches will be installed at the entry to room..
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OTHER ELECTRICAL SYSTEMS
Fire Alarm, Television, Security, Intercom, Public Address, and Voice/Data
For all s stems listed above a racewa ath will be desi ned er APS contracted
vendors requirements. Coordination of raceway paths will be performed during
design. APS contracted vendor(s) will provide the following:
Head end equipment for all systems.
Termination of cable to each device and at equipment source.
Testing of all terminations and systems.
, , , , ,
plates for
all
systems
devices.
APS contracted vendor(s) will be coordinated with for the requirements of the
equipment, cabling, devices, and terminations listed above
Fire Alarm System
T is renovation to t e sc oo may inc u e new ire a arm system evices,
connected to the existing main panel located in the main building. This system is a
Class A, supervised, 24‐volt DC‐powered, multiplexed, addressable fire alarm
system.
The system is battery backed‐up in accordance with NFPA‐72. The system is
remote‐station monitored via a digital communicating device. HVAC equipment,
and flow and tamper switches in the building will be interlocked to the fire alarm
system in accordance with NFPA standards
Television System
A television infrastructure system with raceways, cables, is in place throughout
the facilit . No roblems with the s stem were identified b the owner. One‐inch
conduits will be routed from each new device outlet to new cable tray (or J‐hook)
system mounted above a new suspended ceiling within the Corridors. At a
minimum, one television outlet will be installed in each individual classroom.
It is envisioned that a separate outlet box will house the new television jacks.
Exact configurations and requirements will need to be verified with the APS
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
.
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.
OTHER ELECTRICAL SYSTEMS ( continued )
Security/Alarm System
It is antici ated that some t e of securit s stem is in lace for this School. The
requirements for additions to this system require further input from the school
district. When determined, devices will be indicated, and a raceway infrastructure
will be designed.
Lightning Protection System
A lightning protection system is anticipated as not being required for this project.
Such systems are optional for these types of buildings and their need is judged
based on a risk assessment. This requires final verification from APS.
Clock System
The clock system is existing, and requires no further modification. Where
necessary, new 120 volt clock outlets will be provided. The clocks will be stand
alone 120V analog clocks. Clocks will be provided by APS contracted vendor. This
approach should be verified with the owner.
Intercom System
Intercom system consists of Intercom system speakers and call switches in all
classrooms and other locations as required by the owner.
Pu ic A ress System
The requirement for additional public address system components needs to be
verified with APS. Currently, no large common spaces are designed for the new
renovation.
PAGIII. DESIGN CONCEPTS ‐ ELECTRICAL
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.
FIRE PROTECTION, WATER, AND WASTEWATER
According to the COA Water System Maps, there is an internal 8” waterline that
runs from north to south through the site, connecting the waterlines within
Benavides Rd and Camino San Martin. It is assumed that Fire protection,
Domestic and Irrigation water will likely be available from this line.
According to the COA Sewer Systems Maps, there are is an existing 12” sanitary
sewer main line within Snow Vista Blvd and an existing 8” SAS main within
Benavides Rd that may be utilized for the SAS service to the new buildings.
Further survey and as‐built invert information of these existing lines will be
needed to confirm the direction the new development will drain.
Coordination with the Albuquerque Bernalillo Water Authority will be required for
final determination of the water and sanitary sewer layouts. Also, onsite fire
hydrants will be required to insure adequate fire protection coverage of the new
construction.
TRAFFIC
The traffic circulation on site will be reconfigured to address a number of existing
concerns. There will be an additional 40 car parking lot on the west side of school
with a revised cafeteria delivery zone and dumpster enclosures, the existing
parking lot lighting will be improved, and improvements to the existing traffic
,
visitor & faculty parking will be addressed. Also an internal fire department access
way will be provided with the appropriate all weather surface required by the fire
department.
ISSUES AND CONCERNS
,
stairs, could be of greater scope than allocated in the budget. This will need to beaddressed as the project moves forward.
PAGIII. DESIGN CONCEPTS ‐ CIVIL
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIII. DESIGN CONCEPTS ‐ LEED
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PAGIV. D E S I G N C R I T E R I A – SPACE PROGRAM
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IV. DESIGN CRITERIA
iii. SITE
Plat : Truman Middle School
c n ty ap : ‐ ‐
Site Area : 18.68 +/‐ acres
Zone : R‐D
Height : cannot exceed 45 degree
angle from property line
Parking : 1 space per employee
iv. INTERNATIONAL BUILDING CODE CRITERIA
–
Construction Type : IIB – sprinklered
PAGIV. D E S I G N C R I T E R I A
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PAGV. D R A W I N G S – AS‐101 SITE PLAN
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PAGV. D R A W I N G S – AS‐102 PHASING PLAN
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PAGV. D R A W I N G S – A‐101 RENOVATION FLOOR PLAN
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PAGV. D R A W I N G S – A‐111 FIRST FLOOR PLAN
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PAGV. D R A W I N G S – A‐112 SECOND FLOOR PLAN
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PAGV. D R A W I N G S – A‐113 CLERESTORY LEVEL PLAN
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PAGV. D R A W I N G S – A‐141 ROOF PLAN
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PAGV. D R A W I N G S – A‐201 BULIDING ELEVATIONS
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PAGV. D R A W I N G S – A‐301 BUILDING SECTIONS
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VI. COST ESTIMATE
COST ESTIMATE SUMMARY , January 12, 2010
During the development of the following cost estimate, the Design Team has had
. ,
established by APS, was based upon $149 per square foot. Based upon current
market conditions, this price is reasonable. The concern, for which we know APS
understands, is the volatility of the market experienced over the last four years
has proven there are no dependable rules of thumb cost numbers for any single
project. We know the highly competitive nature of the current market has kept
the bid prices below 2003 market values for the last year and this project’s budget
s ase upon t s type o mar et. ow ong t ese pr ces w o s somet ng noone can foresee. That being said, we will continue to watch the market including
bids of similar projects across the state to identify any changes in the current
trends and keep you abreast of this information as the project continues to
develop.
As part of the Building Systems discussion with APS’s M&O Department on
December 1, 2009, the direction was to proceed with a Variable Refrigerant
System for the building’s main heating and cooling system. As Bridgers & Paxton
and Environmental Dynamics Inc. reported during that meeting, this system does
have a higher first cost but significant life cycle cost savings. In assembling this
estimate, we felt the impact of this higher first cost. We have accounted for theincrease in the estimate and will continue to watch the numbers. Please be aware
of this issue as your planning department develops budgets for future projects
under LEED guidelines.
The current overall estimate of probable construction cost, base bid, stands at
$4,896,530.00 which is approximately 2% over the allowable Contract MACC of
$4,809,556.50. The overall building footprint location, program and organization
have been addressed and resolved as part of our Design Development effort. We
will continue to address the concerns listed above as we move forward with the
Design Development of this project.
PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVI. E S T I M A T E
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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PAGVII. A P P E N D I X – MEETING MINUTES : 12‐15‐09
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