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JUAN N. SEGUIN ELEMENTARY SCHOOL
Facility Assessment Report, Weatherford Independent School District
Juan N. Seguin Elementary School
CAMPUS DATA
JUAN N. SEGUIN ELEMENTARY SCHOOL 499 E. Eighth St., Weatherford, TX 76086
Year Built 2002
No. of Buildings 1
No. of Portables 0
Approx. Total Square Footage
82,917
Grades Served K through 6th
2013-2014 PEIMS 604
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.
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Facility Assessment Report, Weatherford Independent School District
Juan N. Seguin Elementary School
MASTER PLAN
COLOR LEGEND
Administration
Athletics
Cafeteria/Kitchen
Fine Arts
Computer Lab
Circulation Library
Toilets/Support Spaces
Resource
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Facility Assessment Report, Weatherford Independent School District
Juan N. Seguin Elementary School
MASTER PLAN
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Juan N. Seguin Elementary School
CIVIL - SITE
Facility Assessment Report, Weatherford Independent School District
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. Paving
2. Surface Drainage
3. Accessible Route / Parking
4. Utilities (no subsurface verified during site visit)
5. Erosion
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 19, 2014
On the above date, PKCE personnel visited Juan N. Seguin Elementary to observe the items discussed above.
The table below shows each deficiency found, the photograph number, an estimated quantity, a unit cost, and a
construction cost estimate, all based on available construction cost data at the time of this assessment. Items not
included in this assessment are as follows: design fees, overhead contractor cost including mobilization, bonding,
permitting, on-site job office cost, etc…
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 Juan N. Seguin Elementary:
• Installation of perimeter fencing around the playground area is desired.
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Juan N. Seguin Elementary School
CIVIL - SITE
Facility Assessment Report, Weatherford Independent School District
4 10 4 1
4 11
4 7
4 8
4 9
4 4
4 6
4 12
4 13
4 14
4 2
4 5
4 3
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Juan N. Seguin Elementary School
CIVIL - SITE
Facility Assessment Report, Weatherford Independent School District
Concrete Separation at Ramp
Concrete Stairs Cracked & Chipping
Concrete Pavement Cracking at Light Pole Base
Concrete Pavement Cracking
Concrete Sidewalk Settlement
Surface Drainage Issues at Playground Area
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Juan N. Seguin Elementary School
CIVIL - SITE
Facility Assessment Report, Weatherford Independent School District
Erosion at Area Drain
Erosion Along Slope at Ramp
Erosion Along Slope at Front Parking Lot
Erosion Under Concrete Ramp
Erosion Under Concrete Stairs
Erosion Causing Sidewalk Settlement
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Juan N. Seguin Elementary School
CIVIL - SITE
Facility Assessment Report, Weatherford Independent School District
Concrete Curb Damage Concrete Curb Damage
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Juan N. Seguin Elementary School
CIVIL - SITE
Facility Assessment Report, Weatherford Independent School District
SUMMARY OF FINDINGS – JUAN N. SEGUIN ELEMENTARY
Photo # Description Level Approx. Quantity
1,2 *
Concrete separation and cracking on stairs and ramp structures. Repair concrete structures.
3 EA
3,4
Minor cracking in concrete throughout parking area. Joint sealant replacement at concrete joints throughout parking areas.
500 LF
5
Concrete sidewalk settlement adjacent to building. Demo Recompact subgrade and replace concrete sidewalk.
150 SY
150 SY
6
Surface drainage issues between playground area and building. Minor grading activity to achieve proper surface drainage away from area.
250 SY
7,8,9,10, 11,12
Erosion issues Demo existing concrete structures. Establish proper subgrade and install new concrete structures Sod affected areas.
3 EA
500 SY
13,14
Concrete curb damage. Sawcut and replace affected concrete curbs.
150 LF
**
Playground area fence. Install new fence around playground area.
400 LF
* Please refer to architect for cost information associated with ramp improvements.
** 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.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Paint damaged at steel beam lintel.
Crack at grade beam corner.
Pigeons roosting and nesting under metal canopy. Stains and paint damaged at steel beams.
Damaged sealant at aluminum window perimeter and control joint blow window.
Chipped and flaking concrete finish at ramp sides and at wall.
Broken cable at guardrail.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Damaged sealant along walk to exterior wall. Exposed concrete grade beam.
Flaking concrete finish at stoop.
Damaged face brick mortar joints at steel lintel.
Non-compliant offset at walk.
Crack through split face at exterior wall. Approximately 4’ 4” high.
No sealant. Gaps at aluminum window sill / seat to split face sill.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Damaged sealant at control joint under aluminum window. Typical.
Graffiti and crack through split face at exterior wall. Approximately 4’ 4” high.
Cracks across grade beam. Pain damaged at downspout and boot. Typical.
Gaps and cracks at grade beam.
Cracks and broken concrete grade beam at aluminum sill.
Broken concrete at steps.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Erosion next to sprinkler head.
Damaged plaster soffit.
Damaged sealant at expansion joint. Approximately 17’ 0” high.
Non matching broken glass block.
Paint damaged at ramp railing. Cracked middle rail.
Erosion next to sprinkler head.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Cracks at ramp concrete grade beam.
Damaged sealant at aluminum store front windows.
Damaged sealant at plaster of wall under lintel.
No sealant. Gaps at aluminum window sill / seat to split face sill.
Damaged sealant at control joint under aluminum window. Typical.
Erosion. Area drain concrete curb too high.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Paint damaged at steel beam lintel.
Cracks at mortar joints at face brick soldier course.
Damaged sealant at crawl space vent concrete edge.
Chipped and broken crawl space vent concrete curb.
Paint damaged and peeling at aluminum window.
Sheared face brick at aluminum windows.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Cracks at ramp concrete grade beam and flaking concrete finish at stoop.
Damaged concrete edge and flaking of concrete finish at kitchen dock.
Paint damaged at bollards. Typical.
Rusted pipe supports at bottom.
Damaged concrete grade beam edge at joint to concrete landing.
Broken concrete at steps.
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Juan N. Seguin Elementary School
BUILDING CONDITION: EXTERIOR
Facility Assessment Report, Weatherford Independent School District
Non-compliant offset at walk surface.
Raised curb at entry walk.
Damaged mortar joint. Cracked soldier course at exposed lintel beam.
Damaged sealant at aluminum fixed window.
Damaged sealant at control joint under windows.
Damaged sealant at aluminum store front window.
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Juan N. Seguin Elementary School
BUILDING CONDITION: INTERIOR
Facility Assessment Report, Weatherford Independent School District
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Juan N. Seguin Elementary School
BUILDING CONDITION: INTERIOR
Facility Assessment Report, Weatherford Independent School District
Cracking in gypsum board furrdowns in Library area
Stains and discoloration of carpeting – various locations.
Slight bowing of ceiling panels - typical
Damage to VCT finish flooring – select locations.
Stained ceiling tile. Source of leak should be identified and repaired.
Splitting/separation of wood joints in stage flooring.
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Juan N. Seguin Elementary School
BUILDING CONDITION: INTERIOR
Facility Assessment Report, Weatherford Independent School District
Separation of edging strip and carpeting to VCT transition.
Separation of edging strip and carpeting to VCT transition.
Mis-aligned cabinetry doors, typical locations.
Mis-seated and deformed light lens.
Frayed carpeting edges in high traffic areas.
Dis-lodged full height backsplash on millwork.
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Juan N. Seguin Elementary School
BUILDING CONDITION: INTERIOR
Facility Assessment Report, Weatherford Independent School District
Damaged PVC edge banding on casework, select locations.
Fracturing of mortar joints at CMU partition.
Wall damage in select locations.
Separation of edge bead at ceiling to tile transitions.
Non-compliant sink installation.
Damage to floor base and wall panels in select locations.
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Juan N. Seguin Elementary School
BUILDING CONDITION: INTERIOR
Facility Assessment Report, Weatherford Independent School District
Staining of wall surface.
Chipped and degrading paint in high traffic areas.
Damaged plastic laminate countertops in select locations.
Splitting/separation of wood joints on stage flooring.
Non-compliant signage.
Rusting stainless steel toilet accessory finishes
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Juan N. Seguin Elementary School
BUILDING CONDITION: INTERIOR
Facility Assessment Report, Weatherford Independent School District
Missing/worn sealant at toilet attachment, select locations.
Cracked mirror assembly in SPED room.
Damaged wall finishes in custodial area.
Chipped and degrading paint in high traffic areas.
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ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING
Facility Assessment Report, Weatherford Independent School District
Juan N. Seguin 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 and the energy recovery ventilators utilize exhaust air from the building to 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.
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ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING
Facility Assessment Report, Weatherford Independent School District
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ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING
Facility Assessment Report, Weatherford Independent School District
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/replainting.
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Juan N. Seguin Elementary School
ENGINEERING REPORT - STRUCTURAL
Facility Assessment Report, Weatherford Independent School District
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.
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Juan N. Seguin Elementary School
ENGINEERING REPORT - STRUCTURAL
Facility Assessment Report, Weatherford Independent School District
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Juan N. Seguin Elementary School
ENGINEERING REPORT - STRUCTURAL
Facility Assessment Report, Weatherford Independent School District
Cracked CMU
Cracked Veneer
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Juan N. Seguin Elementary School
FOOD SERVICE
Facility Assessment Report, Weatherford Independent School District
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Juan N. Seguin Elementary School
FOOD SERVICE
Facility Assessment Report, Weatherford Independent School District
Rust on worktable legs.
Washer/Dryer in fair to poor condition.
Exhaust hood overhang does not meet code.
Range is rusting.
Rusting ansul drops
Drying racks are in poor condition.
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Juan N. Seguin Elementary School
FOOD SERVICE
Facility Assessment Report, Weatherford Independent School District
Disposer is in poor condition.
Ice maker has excessive scaling.
Ice maker has excessive scaling.
Booster heater vent is damaging condensate hood.
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Juan N. Seguin Elementary School
SECURITY
Facility Assessment Report, Weatherford Independent School District
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