DISTRICT SERVICES BUILDING

Transcription

1 DISTRICT SERVICES BUILDING

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3 BUILDING DATA DISTRICT SERVICES BUILDING 1100 Longhorn Dr., Weatherford, TX Year Built 1993 No. of Buildings 1 No. of Portables 0 Approx. Total Square Footage Grades Served 13,341 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. 1

4 MASTER PLAN COLOR LEGEND Administration Athletics Cafeteria/Kitchen Circulation Fine Arts Computer Lab Library Toilets/Support Spaces Resource 2

5 MASTER PLAN 3

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7 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. 5

8 CIVIL - SITE

9 CIVIL - SITE Asphalt Damage Asphalt Damage Surface drainage issues in parking lot Surface drainage issues in parking lot 7

10 CIVIL - SITE SUMMARY OF FINDINGS DISTRICT SERVICES BUILDING Photo # Description Level Approx. Quantity Existing asphalt in poor condition due to surface drainage issues. 1,2,3,4 Demo Grading improvements. Install concrete curb and gutter. Install new concrete pavement. 3,100 SY 3,100 SY 450 LF 3,100 SY 8

11 BUILDING CONDITION: EXTERIOR 9

12 BUILDING CONDITION: EXTERIOR 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. Degradation of sealant at perimeter of aluminum windows. 10

13 BUILDING CONDITION: EXTERIOR 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. Degradation of sealant at perimeter of aluminum windows. Cracked window pane at aluminum window assembly. 11

14 BUILDING CONDITION: EXTERIOR Paint degradation and rusting at steel beam lintel, Degradation of sealant at perimeter of aluminum windows. Stress cracking at mortar joints. Degradation of sealant at perimeter of aluminum windows. Leaking gutter joints at rivets, typical. 12

15 BUILDING CONDITION: INTERIOR 13

16 BUILDING CONDITION: INTERIOR 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. 14

17 BUILDING CONDITION: INTERIOR 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. 15

18 BUILDING CONDITION: INTERIOR 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. 16

19 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING This facility was originally built in 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. 17

20 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING 18

21 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING Provide isolation pads for noise reduction and remove shipping bolts. Air cooled condensing units showing signs of age and wear. 19

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23 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. 21