BILL W. WRIGHT ELEMENTARY SCHOOL

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1 BILL W. WRIGHT ELEMENTARY SCHOOL

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3 PORTABLES Bill W. Wright Elementary School CAMPUS DATA BILL W. WRIGHT ELEMENTARY SCHOOL 1309 W. Charles St., Weatherford, TX Year Built 1979 No. of Buildings 1 No. of Portables 2 Approx. Total Square Footage Grades Served 67,08 K through 6th PEIMS 61 Original Planning Capacity 750 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 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. 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 18, 201 On the above date, PKCE personnel visited Bill W. Wright 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. Meeting with Weatherford ISD Staff On Tuesday, April 1, 201, 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 Bill W. Wright Elementary: There are existing surface drainage issues around the portable buildings. An accessible route/ramp is desired at the rear entrance. The asphalt pavement in the south parking lot is in poor condition due to age. The irrigation system throughout the site is minimal, and has led to erosion issues. Specifically, in the landscape area at the southwest corner of the building. Insufficient turning radius for school buses at southwest corner of building. The buses are constantly driving through the grass in this area. Concrete utility vaults have settled around the southeast corner of the building. Installation of perimeter fencing around the playground area is desired. 5

8 CIVIL - SITE

9 CIVIL - SITE Damaged Asphalt pavement Damaged Asphalt pavement Damaged Asphalt pavement Damaged Asphalt pavement Concrete Pavement Cracking Concrete Pavement Cracking 7

10 CIVIL - SITE Concrete Pavement Cracking Concrete Pavement Cracking Damaged Concrete Sidewalk Cracked Concrete Sidewalk Sidewalk settling at concrete stairs HC parking violates maximum slope requirements 8

11 CIVIL - SITE HC accessible route is out of compliance Erosion Issues Erosion Issues Drainage Issues blocking outfall Drainage Issues around portable buildings Drainage Issues around portable buildings 9

12 CIVIL - SITE Drainage/Ponding issue at downspout Insufficient turning radius for buses Fire hydrant settlement Damaged concrete curb 10

13 CIVIL - SITE SUMMARY OF FINDINGS BILL W. WRIGHT ELEMENTARY Photo # Description Level Approx. Quantity Damaged asphalt pavement. 1,2,3, 5,6,7,8 9,10, , , Demo Replace Asphalt pavement. Concrete Pavement cracking. Sawcut and replace affected areas. Settled/Cracked concrete sidewalk. Sawcut and replace affected areas. HC parking spaces in violation of maximum slope regulations. (2.5%) Concrete work to achieve maximum longitudinal/transverse slope of 2%. HC route ramp/landing out of compliance. Add ramps and appropriate landings to comply with code. Erosion issues. Minor grading activity and re-sod. Silt build up at storm headwall. Minor grading activity to reshape swale. Erosion control measures at headwall. Surface drainage issues at portable buildings. Grading activity and possible addition of area drains and storm sewer system. Additional topographic information needed to design final solution. Curb blocks water flow from downspout, creating ponding near building. Sawcut and remove concrete curb. Fire lane turning radius insufficient. Buses are driving on grass creating ponding/erosion issues. Widen concrete pavement to allow for larger turning area.,350 SY 200 SY 130 SY 50 SY 1 LS 600 SY 1 LS 1 LS 1 LS 1 LS 11

14 CIVIL - SITE Fire hydrant settlement * Raise fire hydrant to allow for emergency access. Concrete curb damage Sawcut and replace affected concrete curbs Playground area fence. Install new fence around perimeter of playground on south side of site. 1 LS 200 LF 600 LF * 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, 201, and has thus been included in this cost estimate exhibit. 12

15 BUILDING CONDITION: EXTERIOR General Notes: Masonry veneer weathered in many locations around the entire perimeter. Clean masonry veneer All construction joints, expansion joints, and door/window sealant need replacement. Aluminum windows are in good condition, but single glazed. 13

16 BUILDING CONDITION: EXTERIOR Rusting steel lintels at window openings Typical cracking/aging of window openings Typical cracking/aging of sealants at control joints Rusting of downspout boots Weathering/staining of face brick Mortar failure in between window openings 1

17 BUILDING CONDITION: EXTERIOR Damaged metal soffit panels Damaged/loose panel trim assembly Negative Drainage toward building evidence of residual moisture Stress fracturing at masonry Erosion at irrigation head Rusting at steel lintels above window openings 15

18 BUILDING CONDITION: EXTERIOR Cracking/Aging of sealant at Expansion joint. Typical cracking /aging of sealant Erosion at Grade Beam Erosion/subsidence at concrete sidewalk. Missing sealant at slab edge to concrete walkway. Rusting steel lintels at window openings 16

19 BUILDING CONDITION: EXTERIOR Non-ADA egress pathway due to settlement Erosion at Grade Beam Missing handrails/guardrails along access ramp Typical paint degradation at scuppers Concrete damage along dock edge Erosion due to roof drains 17

20 BUILDING CONDITION: EXTERIOR Non ADA compliant egress ramp Typical cracking /aging of sealant Damaged/Weathered Exterior wall light cover Rusted downspout boot Damaged metal soffit panel Weathered metal soffit panel 18

21 BUILDING CONDITION: EXTERIOR Painting degradation at handrails Painting degradation at overhead door frame Damaged metal soffit panels Settlement at concrete steps/no handrails Non ADA ramp, no railings or landing Erosion/subsidence at concrete sidewalk. 19

22 BUILDING CONDITION: EXTERIOR Non-compliant handrails and walk path paint degradation at handrails Typical cracking /aging of sealant Erosion/subsidence at concrete sidewalk. Typical cracking /aging of sealant 20

23 BUILDING CONDITION: INTERIOR General Notes: Aluminum windows are in good condition, but single glazed. 21

24 BUILDING CONDITION: INTERIOR Broken/damaged Ceiling panels typical several locations. Stained Ceiling tiles/source of leak should be identified and repaired. Various locations of damaged/marred VCT flooring. Broken/damaged Ceiling panels typical several locations. Detachment/adhesive Failure of floor base. Stained Ceiling tiles/source of leak should be identified and repaired. 22

25 BUILDING CONDITION: INTERIOR Cracking/sealant failure of interior corner intersection of CMU masonry. Damaged wall panel assemblies. Stained Ceiling tiles/source of leak should be identified and repaired. Discoloration of ceiling tiles resultant of contaminant discharge from HVAC grille. Discoloration/wear of VCT floor at high traffic areas Stains/discolorations in carpeted areas various locations. 23

26 BUILDING CONDITION: INTERIOR Cracking movement cracking of CMU masonry. Superficial nicks and dings in wall finishes. Various damaged corners/edges of plastic laminate millwork. Discoloration of VCT floor at select locations. Various mars on wood veneer millwork cabinetry. Discoloration of VCT floor at wet areas under rubber matting. 2

27 BUILDING CONDITION: INTERIOR Wall Damage at various locations. Wall discoloration/staining. Masonry cracking/fracturing. Damaged wall panel assemblies. Worn gymnasium flooring. Damaged floor tile, select locations. 25

28 BUILDING CONDITION: INTERIOR Sealant degradation at window openings. Movement cracking at CMU masonry partition. Damaged wall finishes - various locations. Stains/discolorations in carpeted areas various locations. Light fixture lens staining. Identify source of leak and repair. Gapping in rubber floor base. 26

29 BUILDING CONDITION: INTERIOR Non-compliant water coolers. Non-compliant. Missing pipe protection under sink 27

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31 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING Wright Elementary was originally built in 1979, and has had subsequent additions since that time. The original air conditioning systems were generally DX air handling units (either single zone or multizone) that utilized hot water heating. The gymnasium was originally not air conditioned (heated only), but has since been provided with cooling by means of split system a/c units. The various additions have been conditioned by package rooftop a/c units. In some cases these units get their required outside air from separate package rooftop outside air preconditioning units, while others draw their required outside air directly. The systems serving the original portion of the building no longer meet current code requirements, while the remainder of the systems have either reached the end of their useful life or are nearing that time. Our recommended upgrades are listed below. Building electrical service is 120/208 volt, 3 phase, wire, 3000 amp () main service disconnect, served from power company pad-mounted transformer. Equipment is manufactured by Federal Pacific Electric (FPE). The building interior lighting system utilizes predominantly T12 fluorescent lamps. Gym lighting consists of T12 lamps, and the exterior lights are HID type. The 2000 Addition & Library are illuminated with T8 type fixtures. The building is equipped with an addressable type fire alarm system manufactured by Simplex, Model 005. The system is not code-compliant and is a proprietary system. There are no devices in any of the classrooms. MECHANICAL: Provide new fire sprinkler system in original building sections for safety concerns. In order to improve overall efficiency and maintenance concerns, in the 2001 addition classrooms remove outside air preconditioning units and replace all existing rooftop a/c units with new more efficient units that provide their own outside air. Thoroughly clean and overhaul all existing air handling units throughout the building. This would include (but not be limited to) cleaning the cooling and heating coils to improve heat transfer and replacing inefficient motors and/or drives. Replace existing gymnasium split system a/c units with new rooftop a/c units with gas heating in order to improve maintenance access and improve efficiency. To reduce rusting and avoid premature failure, paint all exposed gas piping on the roof. Install service and isolation valves in gas and water piping to avoid major system shut-downs for minor repairs. Over the next 5 years, replace all existing air-cooled condensing unit sections of split-system a/c systems. This would include the single zone cafeteria system and the multizone classroom wings. Over the next 6 to 10 years, replace all remaining rooftop a/c units serving the 2001 addition. (Kitchen, Library, corridors, etc.) ELECTRICAL: Replace old fire alarm system with new addressable type, including all new fire alarm devices, horns and strobes throughout the building for code compliance. Replace all light fixtures using T12 lamps with T8 type for energy savings. Replace Gym lights with T5HO fluorescent fixtures or LED type for energy savings. Provide parking lot lighting utilizing LED type fixtures. Replace and provide additional wall pack fixtures utilizing LED type for energy savings. Provide occupancy sensors in classrooms and offices for automatic lighting shut-off as required by the International Energy Conservation Code (IECC) for effective energy savings. Replace all Federal Pacific Electric (FPE) panels and main switchgear with new. The existing equipment is obsolete and very hard to get replacement parts. Provide surge protection device (SPD) at main service panel. 29

32 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING 30

33 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING Replace fire alarm system with new addressable type, complete with devices throughout building. Federal Pacific Electric (FPE). Replace existing obsolete panel with new. Replace existing T12 light fixtures with new. Replace gymnasium a/c equipment with new equipment on roof. Boiler and pump assembly will become obsolete. 31

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35 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. 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 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. 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 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. 33

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37 ENGINEERING REPORT - STRUCTURAL Cracked CMU Cracked CMU Cracked CMU 35

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39 FOOD SERVICE 37

40 FOOD SERVICE Chemical shelf is in poor condition. Cold Storage Assembly is in poor condition. 2 Mobile Carts in poor condition. (1) Convection Oven in poor condition. Heated and Refrigerated Cabinets are past life expectancy. Ice Cream Freezer past life expectancy. 38

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