district services building - weatherford isd...

DISTRICT SERVICES BUILDING

Facility Assessment Report, Weatherford Independent School District

District Services Building

BUILDING DATA

DISTRICT SERVICES BUILDING 1100 Longhorn Dr., Weatherford, TX 76086

Year Built 1993

No. of Buildings 1

No. of Portables 0

Approx. Total Square Footage

13,341

Grades Served n/a

Current Enrollment n/a

Building Levels 1

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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MASTER PLAN

COLOR LEGEND

Administration

Athletics

Cafeteria/Kitchen

Fine Arts

Computer Lab

Circulation Library

Toilets/Support Spaces

Resource

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MASTER PLAN

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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 17, 2014

On the above date, PKCE personnel visited District Services Building 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 District Services Building:

• Existing asphalt parking lot is in poor condition.

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CIVIL - SITE


4 1

4 4

4 2 4 3

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CIVIL - SITE


Asphalt Damage

Asphalt Damage

Surface drainage issues in parking lot

Surface drainage issues in parking lot

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CIVIL - SITE


SUMMARY OF FINDINGS – DISTRICT SERVICES BUILDING

Photo # Description Level Approx. Quantity

1,2,3,4

Existing asphalt in poor condition due to surface drainage issues. Demo Grading improvements. Install concrete curb and gutter. Install new concrete pavement.

3,100 SY

3,100 SY

450 LF

3,100 SY

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BUILDING CONDITION: EXTERIOR


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Separating “J” mould at plaster soffit

Gaps along “J” mould and plaster at stone veneer wall

Degradation of sealant at perimeter of aluminum windows.

Paint degradation and rusting at steel beam lintel, - East side

Cracking at mortar joints at twin pipe column stone base.


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Detached metal gutter support straps.

Cracks at mortar joints above and below steel beam lintels.

Cracks in plaster under porch area.

Degradation of paint at steel columns, steel lintels, and building lettering.


Cracked window pane at aluminum window assembly.

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Paint degradation and rusting at steel beam lintel,


Stress cracking at mortar joints.


Leaking gutter joints at rivets, typical.

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BUILDING CONDITION: INTERIOR


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Stained ceiling tiles. Source of leak should be identified and repaired.

Stained carpet flooring in various locations.

Damaged wall finishes in select locations.

Worn VCT flooring finishes

Damaged wall finishes at wall protection plate

Delaminated and damaged plastic laminate finishes in kitchen area.

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Delaminating counter plastic laminate.

Discolored and damaged wall finishes.

Peeling wall covering finishes in board room.

Cracking of wall finishes in furrdown

Peeling wall covering finishes in board room.

Worn VCT floor finishes.

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Work floor finishes.

Stained ceiling tiles. Source of leak should be identified and repaired.

Stained and damaged ceiling tiles.

Non- compliant paper tower dispenser – projection.

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District Services BuildingDistrict Services BuildingDistrict Services BuildingDistrict Services Building

ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING


This facility was originally built in 1993. The building air conditioning is by use of split-system furnace units, with the

furnace units located on mechanical decks in the attic, and the air-cooled condensing units that serve them located

at grade around the building. The building has no fire sprinkler system.

Building electrical service is 277/480 volt, 3 phase, 4 wire, 400 amp main NEMA3R disconnect served from power

company pad-mounted transformer. The building is equipped with an addressable type fire alarm system

manufactured by “Notifier”. The system appears to be in good operating condition.

MECHANICAL:

• Due to the age of the existing a/c systems, replace all units in place, with new, more efficient units.

• Provide a complete fire sprinkler system to improve building safety.

ELECTRICAL:

• Provide occupancy sensors in offices and meeting rooms for automatic lighting shut-off as required by the

International Energy Conservation Code (IECC) for effective energy savings.

• Provide isolation pads at each pad and/or floor-type transformer for noise reduction.

• Replace downlights with LED type for energy savings.

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Provide isolation pads for noise reduction and remove shipping bolts.

Air cooled condensing units showing signs of age and wear.

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ENGINEERING REPORT - STRUCTURAL


Further Study of the mechanical anchorage of the wood framing members from the wood roof trusses to the

foundation is recommended. Installing retrofit connectors to provide net uplift resistance may be recommended.

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