BOWIE LEARNING CENTER

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1 BOWIE LEARNING CENTER

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3 Bowie Learning Center BUILDING DATA BOWIE LEARNING CENTER 900 North Elm St., Weatherford, TX Year Built 1936 No. of Buildings No. of Portables 0 Approx. Total Square Footage 28,770 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. 1

4 MASTER PLAN 2

5 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 19, 201 On the above date, PKCE personnel visited Bowie Learning Center 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, 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 Bowie Learning Center: There are existing grade and surface drainage issues in the interior courtyard. An existing system of elevated ramps have been put into place to avoid walking in water after storm events. The existing asphalt along E. Weatherford Street is in poor condition. There are two (2) ADA non-compliant ramps at the northwest corner of building. 3

6 CIVIL - SITE

7 CIVIL - SITE Courtyard area Courtyard area Courtyard area Existing asphalt pavement in poor condition Existing asphalt pavement in poor condition Existing concrete pavement cracking 5

8 CIVIL - SITE Existing concrete pavement cracking Concrete sidewalk in poor condition Concrete sidewalk in poor condition Surface drainage issues adjacent to building Surface drainage issues adjacent to building Surface drainage issues adjacent to building 6

9 CIVIL - SITE Erosion Issues Erosion Issues Accessible parking spaces Accessible ramp Accessible ramp 7

10 CIVIL - SITE SUMMARY OF FINDINGS BOWIE LEARNING CENTER Photo # Description Level Approx. Quantity Existing courtyard issues. Drainage, pavement, ramp system. 1,2,3,5 6,7 Demo Install new courtyard pavement and access routes to building entrances throughout. Existing asphalt pavement in poor condition. Demo Install landscaped area. Concrete pavement cracking. Sawcut and install new concrete pavement to affected areas. 1 LS 1 LS 500 SY 1 LS 100 SY 8,9 Concrete sidewalk cracking. Sawcut and install new concrete sidewalk. 60 SY 10,11,12 Surface drainage issues throughout site, specifically along western edge of building and portable buildings. Install site drainage system. 1 LS 13, ,17 ** Erosion issues. Sod affected areas. Accessible parking space violates ADA maximum slope. (Ex. slope = 3.3%) Sawcut and install new concrete pavement to achieve maximum allowable slope of 2%. Accessible ramp violates ADA maximum allowable longitudinal slope. Demo Install ADA compliant accessible ramp. 3,500 SF 50 SY 2 EA 2 EA 8

11 CIVIL - SITE * An engineer s drainage study and plan is needed to verify the extent of the site drainage system needed to eliminate existing surface drainage issues. The engineer s study will define the exact construction scope for the required improvements. ** It is not confirmed that these ramps are a part of an ADA accessible route. If they re not, then no action is required. Please refer to architect for cost information regarding installation of 2 ADA compliant ramps. 9

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13 BUILDING CONDITION: EXTERIOR 11

14 BUILDING CONDITION: EXTERIOR Cracked/Broken grade beam. Damaged mortar joint at face brick throughout exterior wall. Typical. Cracked mortar joint at face brick corner. Cracked concrete steps. Cracked door entry concrete porch. Cracked mortar joint above lintel. 12

15 BUILDING CONDITION: EXTERIOR Damaged sealant at perimeter of aluminum fixed window with frosted glass. (W 7-2 x H 6-0 ) Paint damage/rusted steel lintel. Damage sealant at perimeter of aluminum window. (Size -0 x 7-8 ) Damaged/cracks at mortar joints at face brick sill. Typical. Non-compliant ramp, handrail height at 30. Rusted/Damaged railing and supports. 13

16 BUILDING CONDITION: EXTERIOR Paint damaged metal canopy, steel beams, and tube steel columns. Typical on all canopies. Canopy size W 11 - x H 9-0 x L Damaged sealant along walk to building. Paint damaged canopy over raised walk. Non-compliant by having no hand railings. Damaged wood frame at cased opening at exterior masonry wall. Gap in rusted lintel to face brick header. Rusted bolts at wide flange canopy beam. 1

17 BUILDING CONDITION: EXTERIOR Rusted paint damage at metal awning supported with round pipe bracket to face brick wall. Awning size W 6-0 x L Painted steel frame window with damaged sealant and nontempered glass. Typical. Damaged steel frame window that is rusted through and damaged perimeter sealant. Typical. Paint damage at metal panel canopy located at recessed entries. Non-compliant steps and ramp because of no railings. Stress cracks in stone veneer and mortar joints at main entrance. 15

18 BUILDING CONDITION: EXTERIOR Gaps or separating mortar joints at stone veneer to face brick. Cracks at face brick and plaster soffit. Rusted beam members under entry canopy. Damaged sealant above entry door. Dented galvanized metal panels. Typical around perimeter. Rusted through gutter to downspout connection. Typical. 16

19 BUILDING CONDITION: EXTERIOR Peeling paint on gutters. Typical. Peeling paint at galvanized metal panels. Typical around perimeter. Peeling frame finish on aluminum window and missing pieces of stone on veneer panels. Typical on all 8 units. Window size - W 2-8 x H 5-0. Veneer top panel size - W 2-8 x H 2-0, Bottom - W 2-8 x H 3-9. Chipping concrete grade finish. Non-compliant ramp because of missing handrails. Ramp also has an uneven surface throughout length. Ramp dimensions are length 16-0 x height 10. Non-compliant steps because of missing handrails. 17

20 BUILDING CONDITION: EXTERIOR Cracked concrete surface at back entry porch. Overall elevation at front entry. Peeling paint finish at galvanized metal panels. Typical. Dented metal panels. Typical. Damaged/swelling partition wall with electric panels. Damaged and missing steel angle at overhang dock. 18

21 BUILDING CONDITION: EXTERIOR Damaged/non-compliant concrete ramp with missing handrails. Ramp dimensions are length 8-0 x height 8. Non-compliant entry steps because of missing handrails. Typical at all steps. Weathered/peeling paint at gutter along entire perimeter of building. South elevation. West elevation. Peeling paint on coping along west wall. 19

22 BUILDING CONDITION: EXTERIOR Peeling paint on steel angle corner plate. North elevation. East elevation. Extensive cracks in precast concrete tilt up wall panels. Typical. Damaged or missing sealant at precast panel control joints. Typical. Damaged concrete retaining wall by east entry walk. 20

23 BUILDING CONDITION: EXTERIOR Negative drainage toward building at east wall. Large gap in between exterior wall and overhead door. Damaged/rusted downspout boot. Typical. Rusted/paint damaged metal canopy, beams, and pipe columns over south entry and walk. Canopy dimensions are W 5-0, H 9-0, L Stained tilt up panel due to metal canopy corrosion. Non-compliant ramp because of missing railings. 21

24 BUILDING CONDITION: EXTERIOR Gaping in metal coping to exterior wall. Typical. Damaged gutters due to overgrowth of branches. Damaged tilted panel face at mechanical connections. Damaged concrete grade at overhead door ramp. Weather damage and rusted connections at gutters along entire building perimeter. Overall elevation at southeast corner. 22

25 BUILDING CONDITION: INTERIOR 23

26 BUILDING CONDITION: INTERIOR Non-compliant millwork and sink Stained ceiling tiles. Source of leak should be identified and repaired. Petroleum stains in various locations in Gym area Worn VCT flooring finish Damaged wall edges in various locations. Marred painted millwork surfaces in select locations. 2

27 BUILDING CONDITION: INTERIOR Non-compliant signage. Detached HVAC grilles in humid areas. Mismatched coloration of VCT patchwork. Staining of ceiling seams. Source of leak should be identified and repaired. Cracking of wall finish. Non-compliant sink and millwork. 25

28 BUILDING CONDITION: INTERIOR Failed sealant joint around sink perimeter. Stained ceiling tiles. Source of leak should be identified and repaired. Non-compliant restroom Failed sealant and damaged wall surface at sink perimeter. Degraded ceiling finish is restroom area. Damaged CMU partition infill. 26

29 BUILDING CONDITION: INTERIOR Missing transition strip at carpet to concrete transition. Damaged flooring and substrate. Petroleum stains in various spots within gymnasium. Cracking wall finishes in select locations. Damaged ceiling tiles in select locations. Non-compliant water coolers. 27

30 BUILDING CONDITION: INTERIOR Non-compliant water coolers. Non-compliant sink assembly. Damage mirror frame. finish peeling. Hardware failing at toilet partition. 28

31 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING Like William Travis Family Center, Bowie Learning Center was originally built in 1935, as James Bowie School. It too has had substantial modifications since that time. Air conditioning is predominantly split-system furnace/coil assemblies, with the furnace coil units generally located in mechanical closets in the rooms that they serve. There are also some ceiling-mounted electric heaters located at a few of the main corridor entrances. Most of these appear to be near the end of their useful lives. Building electrical service is 120/20 volt, single phase, 3 wire, 00 amp main NEMA3R disconnect served from power company pole-mounted transformer. The building electrical service is at capacity and cannot be expanded. The building interior lighting system utilizes predominantly T12 fluorescent lamps. The outbuilding is illuminated with T8 fixtures. The building fire alarm system is an Edwards Model GS-5721B. The system is not an addressable type system, nor does it meet current codes. MECHANICAL: Provide a complete fire sprinkler system to increase life safety. Replace all existing split system furnace/coil assemblies that have not been replaced within the past five years with new, more efficient units. Remove electric heaters at entries, serve corridors from classroom systems. 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 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 existing wall packs with LED type. Upgrade existing main electrical service for any future use. The power system is at capacity. Provide a padmounted transformer in lieu of the pole-mounted currently installed. Provide surge protection device (SPD) at main panel. 29

32 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING 30

33 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING Upgrade electrical services for future use. Existing service is at capacity. Replace fire alarm system with new addressable type. Replace all T12 fixtures with new T8 type fixtures. Furnace/coil assemblies due for replacement. 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

36 ENGINEERING REPORT - STRUCTURAL 3

37 ENGINEERING REPORT - STRUCTURAL Cracked veneer 35

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