bose ikard elementary school

Transcription

BOSE IKARD ELEMENTARY SCHOOL
Bose Ikard Elementary School
CAMPUS DATA
BOSE IKARD ELEMENTARY SCHOOL
100 Ikard Lane, Weatherford, TX 76087
Year Built
2002
No. of Buildings
1
No. of Portables
0
Approx. Total Square Footage
Grades Served
82,917
K through 6th
2013-2014 PEIMS
661
Original Planning Capacity
750
Building Levels
2
NOTICE:
Issues designated as non-compliant or code deficiencies may have become non-compliant or deficient as codes have been updated or changes in
the site conditions have progressed into non-compliant conformance. Identification of these deficiencies does not indicate the facility was
constructed out of code compliance at the time of actual construction, and declaration of certain items may not warrant immediate action.
Facility Assessment Report, Weatherford Independent School District
1
MASTER PLAN
NOTICE:
For the safety and welfare of the faculty, students, and staff, floor plans of this facility have been removed
from this report.
COLOR LEGEND
2
Administration
Circulation
Library
Athletics
Fine Arts
Toilets/Support Spaces
Cafeteria/Kitchen
Computer Lab
Resource
MASTER PLAN
NOTICE:
from this report.
3
CIVIL - SITE
Introduction
This report provides the results of the Civil/Site assessment of the above referenced school performed by Pacheco
Koch Consulting Engineers, Inc. (PKCE)
The Civil /Site assessment consisted of: 1) a site visit for a visual evaluation; and 2) a meeting between Weatherford
ISD faculty members and PKCE staff, focused on the following items:
1.
2.
3.
4.
5.
6.
Paving
Surface Drainage
Accessible Route / Parking
Utilities (no subsurface investigation during site visit)
Erosion
Retaining Walls
Based on observed conditions, recommended improvements for each of the deficiencies identified have been
accompanied with estimated quantities and an opinion of probable construction cost, to be used as a budgetary tool.
Site Visit: March 17, 2014
On the above date, PKCE personnel visited Bose Ikard Elementary to observe the items discussed above.
The table below shows each deficiency found, the photograph number, the deficiency level, an estimated quantity, a
unit cost, and a construction cost estimate.
Meeting with Weatherford ISD Staff
On Tuesday, April 1, 2014, PKCE personnel met with representatives of the School District’s Maintenance
Department to learn about any known issues that may not be discovered/visible during the site visit and to gain
historical/current knowledge of the site.
During the meeting, the following Civil/Site issues were brought up for Bose Ikard Elementary:
•
Sidewalks settling throughout site, creating tripping hazards.
•
Roof drain in rear of building is dumping directly onto sidewalk creating pavement damage and erosion.
•
Erosion issues on downhill side of playground area.
•
Fencing desired around playground area.
5
CIVIL - SITE
84
94
64
184
14
154
104
174
54
124
114
134
24
144
164
3
44
6
74
CIVIL - SITE
Concrete pavement cracking
Erosion
Erosion
HC parking violates maximum slope requirements
7
CIVIL - SITE
Perimeter fencing bent & settling
Concrete curb repair
Cracks in concrete stairs
Cracks in concrete stairs
8
CIVIL - SITE
Cracks in ramp
Cracks in ramp
Accessible route needs landing
Joint sealant repair
Joint sealant repair
Ramps have no landing throughout site
9
CIVIL - SITE
SUMMARY OF FINDINGS – BOSE IKARD ELEMENTARY
Photo #
Description
Level
Approx.
Quantity
2
125 SY
3
2,300 SY
1
70 SY
3
300 LF
2
200 LF
2
2 EA
2
2 EA
1
1 EA
2
500 LF
3
10 EA
3
350 LF
Concrete pavement cracking.
1,2,3
Sawcut and replace affected areas.
Erosion just south of playground area and along east
parking lot.
4,5
Minor grading activity and re-sod.
3 westernmost HC parking spaces in violation of maximum
slope regulations. (range = 2.4% to 2.5%)
6
Concrete work to achieve maximum longitudinal/transverse
slope of 2%.
Perimeter chain link fence damage.
Repair isolated locations around site.
7
Concrete curb damage.
8,9,10
Sawcut and replace affected concrete curbs.
Minor cracking in concrete stairs.
11,12
Flush cracks in concrete along ramps at perimeter of
building.
13,14
Accessible route violates landing requirements at
intersection of site sidewalks.
15
Install concrete landing
16,17
Joint sealant replacement at concrete joints throughout
site.
All ramps on site are without a landing area.
18 *
Demo – Replace with ramp and landing.
Playground area fence.
**
10
Install new fence around playground at southeast corner of
building.
CIVIL - SITE
* Photo 18 - The site’s accessible route is NOT affected by the lack of landing areas at the ramp locations
referenced above. Providing landing areas is NOT a code requirement, but may be desired to improve the ease
of access throughout the site.
** Installation of a new fence around the playground area was an item discussed with the Weatherford ISD
maintenance department at the meeting on April 1, 2014, and has thus been included in this cost estimate
exhibit.
11
BUILDING CONDITION: EXTERIOR
NOTICE:
from this report.
13
Damaged sealant at perimeter of aluminum store front window.
Cracked vertical mortar joint above window.
Damaged sealant. Raised aluminum window sill.
Cracked control joint under aluminum window. Typical.
Damaged bottom, 12” of control joint at face brick.
Paint damaged and rust at downspout boot. Typical.
14
Pigeon roosting under canopy. Paint peeling and stained steel
beams.
Cracked concrete at downspout. Non-compliant 2” raised curb at
entry walk.
Damage sealant along walk to exterior wall.
Debris in dryer vent.
Cracked sealant at control joint outside mechanical rooms. Typical.
Broken concrete steps. Typical.
15
Non-compliant railing. No guardrail.
Damaged concrete edge at dock area.
Detached and cracked sealant along steel lintel and plaster
molding.
Cracked grade beam at steps.
Cracked concrete ramp.
Non-compliant walk surface offset by ½” to ¾”.
16
Damaged sealant at expansion joint.
Cracked control joint under aluminum window.
Debris and dirt at downspout / gutters.
Gaps at aluminum window sill seat.
Cracks at split face mortar joints. Typical.
Detached downspout brackets.
17
Non-compliant ramp slop.
Loose cable at guardrail. Non-compliant.
Broken and missing piece of concrete walk / ramp.
Paint damaged railing. Typical.
Damaged sealant at expansion joint.
Peeling paint and rusted steel beam lintel.
18
Cracked concrete edge.
Damaged concrete grade beam and flaking concrete finish.
Damaged fascia at 2nd level plaster corner.
Cracks across grade beam.
Erosion at exterior door walk.
Gap at aluminum window sill to split face sill.
19
Gap along fascia to exterior masonry wall.
20
BUILDING CONDITION: INTERIOR
NOTICE:
from this report.
21
Repair wall. In various locations.
Replace floor finish - carpet.
Replace floor finish - VCT.
Repair door finish.
Replace ceiling tile.
Repair plastic laminate cabinet.
22
Door frame needs painting.
Evidence of roof leaking – water stains.
Interior masonry joints need resealing.
Replace pipe protection.
23
ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING
Bose Ikard Elementary School was built in 2002. The building is served by a complete fire sprinkler system. The
air conditioning systems that serve the building are varied in their arrangement as well as their energy efficiency
and operational reliability.
The classroom wings, which are two-story, are conditioned by split-system A/C units that utilize hot water heating
coils for heating. The hot water for these units is provided by a single boiler. The boiler also serves several
package outside air preconditioning units that provide preconditioned fresh air to the classroom wing units, as well
as a single package rooftop A/C unit that serves the main entry hall. The remainder of the facility is served by
package rooftop A/C equipment with gas heating. The unit that serves the administrative offices is additionally
arranged for variable volume operation, and there are several variable volume air terminals that provide individual
temperature control in those areas.
Building electrical service is 277/480 volt, 3 phase, 4 wire, 2500 amp BPS main switch, served from a 1000 kVA
power company pad-mounted transformer. Main switch is manufactured by “Siemens”. The building interior
lighting system utilizes predominantly T8 fluorescent lamps. HID light fixtures serve the gym. The entire building is
equipped with a fire alarm system that appears to be in good condition and is code-compliant.
MECHANICAL:
•
•
•
•
•
•
•
Replace A/C #3 (serving the main entry hall) with a new package rooftop A/C unit with gas heating, due to the
problems inherent with having equipment with water coils located on the roof.
Replace all package roof mounted outside air preconditioning units with new energy recovery ventilators, and
provide outside air control dampers on all classroom units. The outside air preconditioning units are very high
energy users while the energy recovery ventilators utilize exhaust air from the building to air precondition the
required ventilation air, thereby saving energy, as well as doing away with more water coils on the roof.
Add service/isolation valves in various water and gas piping lines to aid in the maintenance of the systems. This
will avoid shutting down entire systems in order to do maintenance on a single piece of equipment or work in a
specific area.
Paint all existing, exposed gas piping on the roof in order to resist rusting and future failure.
In 6 to 10 years (by which time all of the originally installed equipment in this facility will have served its
expected useful life), replace all existing classroom split-system A/C units using hot water coils, with new
systems of a similar type. Care shall be taken to insure that the cooling and heating coils for the new systems
are not in such close proximity as to cause freezing problems, as can be the case with these system types.
In 6 to 10 years, replace all existing package rooftop A/C units with new, more efficient equipment.
In 6 to 10 years, replace the administrative area variable air volume system with new, more efficient individual
package rooftop A/C units arranged to provide similar zone control based on exposure.
ELECTRICAL:
•
•
•
•
•
Replace gym HID light fixtures with T5HO fluorescent or LED type for energy savings and easy “ON-OFF”.
Provide occupancy sensors in classrooms and offices for automatic lighting shut-off as required by the
International Energy Conservation Code (IECG) and for effective energy savings.
Replace all downlights with LED type for energy savings.
Provide isolation pads at each pad and/or floor type transformer for noise reduction.
Replace all exterior lighting with LED type fixtures.
25
NOTICE:
from this report.
26
Provide isolation pads for noise reduction and
remove shipping bolts. (Typical throughout
building)
Change-out existing HID light fixtures with T5HO
fluorescent high output lamps or LED fixtures.
Rooftop a/c units nearing the end of their useful
life, also gas piping in need of cleaning/
repainting.
27
ENGINEERING REPORT - STRUCTURAL
Further study is recommended to determine if the unreinforced masonry will have any net axial tension or excessive
flexural tension under code required design wind forces, which is not permitted by the code. Retrofitting new structural
components may be recommended.
Further Study is recommended to determine if the structural unreinforced masonry has cracked behind wall finishes
such as interior coverings and exterior veneers due to foundation movement. Repair of such cracks or retrofitting new
structural components may be recommended.
Repairing all known cracks in all structural unreinforced masonry due to foundation movement is recommended.
Further study is recommended to determine the design and condition of the connectors between wythes. Installing
new connectors may be recommended after study.
Further Study is recommended to determine if there is sufficient lateral anchorage at the top of all exterior
unreinforced masonry walls that are parallel to roof joists. Installing lateral restraints may be recommended after
further study.
If any modification to the Unreinforced Masonry is desired, Special Analysis will be required and significant
Architectural and Structural limitations may be required.
Further Study is recommended to determine if installation of new bottom chord net uplift horizontal bridging angles
along the ends of the steel joist is required.
Installing new bottom chord net uplift horizontal bridging angles along the ends of the steel joist is recommended
when an opportunity presents itself such as a building remodel.
29
FOOD SERVICE
NOTICE:
from this report.
31
FOOD SERVICE
Floors are stained.
Washer/Dryer has rust.
Beverage merchandiser located on cart.
Dishmachine is in poor condition.
Hood overhang does not meet code.
Ansul drops are rusting.
32
SECURITY
NOTICE:
For the safety and welfare of the faculty, students, and staff, the security portion of the assessment
report has been removed from this report.
33

bose ikard elementary school

Transcription

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