JUAN N. SEGUIN ELEMENTARY SCHOOL - Weatherford ISD FACTS · Juan N. Seguin Elementary School CAMPUS DATA JUAN N. SEGUIN ELEMENTARY SCHOOL 499 E. Eighth St., Weatherford, TX 76086

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.

1



MASTER PLAN

COLOR LEGEND

Administration

Athletics

Cafeteria/Kitchen

Fine Arts

Computer Lab

Circulation Library

Toilets/Support Spaces

Resource

2

mcleary

Snapshot



MASTER PLAN

3

mcleary

Snapshot


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. 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.

5


CIVIL - SITE


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

6


CIVIL - SITE


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

7


CIVIL - SITE


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

8


CIVIL - SITE


Concrete Curb Damage Concrete Curb Damage

9


CIVIL - SITE


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.

10


BUILDING CONDITION: EXTERIOR


11

mcleary

Snapshot




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.

12




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.

13




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.

14




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.

15




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.

16




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.

17




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.

18




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.

19


BUILDING CONDITION: INTERIOR


21

mcleary

Snapshot




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.

22




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.

23




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.

24




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

25




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.

26

Juan N. Seguin Elementary SchoolJuan N. Seguin Elementary SchoolJuan N. Seguin Elementary SchoolJuan N. Seguin Elementary School

ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING


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.

27




28

mcleary

Snapshot




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.

29


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.

31




32

mcleary

Snapshot




Cracked CMU

Cracked Veneer

11

12

33


FOOD SERVICE


35

mcleary

Snapshot


FOOD SERVICE


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.

36


FOOD SERVICE


Disposer is in poor condition.

Ice maker has excessive scaling.

Ice maker has excessive scaling.

Booster heater vent is damaging condensate hood.

37


SECURITY


39

mcleary

Snapshot

Documents

JUAN N. SEGUIN ELEMENTARY SCHOOL - Weatherford ISD FACTS · Juan N. Seguin Elementary School CAMPUS DATA JUAN N. SEGUIN ELEMENTARY SCHOOL 499 E. Eighth St., Weatherford, TX 76086