HICKMAN ELEMENTARY SCHOOL
|
|
- April Hunt
- 8 years ago
- Views:
Transcription
1 HICKMAN ELEMENTARY SCHOOL
2 2 Facility Assessment Report, Garland Independent School District
3 CAMPUS DATA HICKMAN ELEMENTARY SCHOOL 3114 Pinewood Dr., Garland, TX Facility # 133 Year Built 1975 No. of Buildings 1 No. of Portables 4 Approx. Total Square Footage Grades Served 68,650 Pre-K through 5th Current Enrollment 614 Approx. Capacity 658 Building Levels 1 Facility Assessment Report, Garland Independent School District 3
4 SITE PLAN 4 Facility Assessment Report, Garland Independent School District
5 MASTER PLAN Facility Assessment Report, Garland Independent School District 5
6 MASTER PLAN COLOR LEGEND Administration Athletics Cafeteria/Kitchen Circulation Computer Lab Library Toilets/Support Spaces Resource Fine Arts 6 Facility Assessment Report, Garland Independent School District
7 SITE - CIVIL GENERAL EXISTING SITE CONDITIONS AND DEFICIENCIES Overall vehicular paving condition: Good Overall sidewalk paving condition: Fair Pavement striping condition: Good Site Deficiencies: Excessive cracking along walk pavement leading to main entry into school. Pavement is in very poor condition. Curb ramps are missing at each side of the two drive approaches along Pine Ridge Drive, at the intersection of Pine Ridge Drive and Elm Ridge Lane, and at the two drive approaches along Elm Ridge Lane. Playgrounds west of school are not accessible due to the playground edging blocking the route. Playground southeast of school is not accessible due to not having an accessible walk to the school. Approximately 140 feet of sidewalk has a slope in excess of the ADA maximum or is in poor condition. Accessible parking space northwest of school is not accessible due to accessible route slope exceeding 5.0% at flume crossings along route to school. Door at northeast corner of school is not accessible due to sidewalk subsiding adjacent to door entry. Facility Assessment Report, Garland Independent School District 7
8 SITE - CIVIL Location Map 8 Facility Assessment Report, Garland Independent School District
9 SITE - CIVIL Front parking lot and drive aisle pavement in good condition. Sidewalk exceeds 5.0% longitudinal slope at flume crossing(s). Front parking lot and drive aisle handicap crossing in good condition. Excessive cracking at entry sidewalk. Sidewalk exceeds 5.0% longitudinal slope. Playground area. Facility Assessment Report, Garland Independent School District 9
10 SITE - CIVIL Excessive sidewalk slope. West parking lot and drive aisle pavement in good condition. Sidewalk exceeds 5.0% longitudinal slope at flume crossing(s). Door not accessible due to sidewalk subsiding. 10 Facility Assessment Report, Garland Independent School District
11 BUILDING CONDITION: EXTERIOR The building envelope is composed of exposed concrete with plaster soffits and painted steel windows. Overall, the exposed concrete appears to be in poor condition with instances of stains caused by moisture infiltration or improper drainage. Some areas show signs of repair. Several locations around the exterior have ponding water next to the structure, which should be diverted to drain away from the building. Control joints, sealants, and metal coping need attention. There are numerous cracking at corners of the foundation. All exterior windows are single pane glazing which do not maximize the building s energy efficiency. Plaster soffits show no signs of cracking, while the gutters have become inoperable due to their current condition. Many of the gutters are corroded through the surface and need replacement. Exterior doors are painted steel. The concrete walkway leading to the building is greatly damaged due to settlement issues. Facility Assessment Report, Garland Independent School District 11
12 BUILDING CONDITION: EXTERIOR Site Plan 12 Facility Assessment Report, Garland Independent School District
13 BUILDING CONDITION: EXTERIOR Walkway leading to building exhibit has numerous cracks. Residue build up on walls. Typical control joint condition. Joints appear in satisfactory condition. View at entry of school. Typical window detail. Exterior doors leading to class rooms. Facility Assessment Report, Garland Independent School District 13
14 BUILDING CONDITION: EXTERIOR Hazardous handrail with no purpose. View of playground. Repaired precast. Window detail. Rust shown on gutters. General condition of all exterior lamps. 14 Facility Assessment Report, Garland Independent School District
15 BUILDING CONDITION: EXTERIOR No barrier around park. Causing the area to be unsecure. Covered walkway does not connect to façade so as to allow in light from the exterior lamp. General view of façade at an entry. Control joints need sealant in areas. Dated single pane windows and painted steel mullions need to be replaced for better energy efficiency. General soffit condition. Facility Assessment Report, Garland Independent School District 15
16 BUILDING CONDITION: INTERIOR (DOOR AND HARDWARE) Interior doors consist of a mix of plastic laminate, metal and wooden stain doors. All exterior doors are painted steel. Whereas most of the plastic laminate doors are in good condition they are not in accordance with district standards. Door handles attached to the wooden stain doors are knobs and do not meet code compliance. They show heavy wear and worn finish. Panic hardware and door closers have missing components and need repair. Due to the configuration of the classrooms, interior doors may need panic hardware as determined by the occupancy load so as to be in accordance with building code. 16 Facility Assessment Report, Garland Independent School District
17 BUILDING CONDITION: INTERIOR (DOOR AND HARDWARE) Floor Plan Facility Assessment Report, Garland Independent School District 17
18 BUILDING CONDITION: INTERIOR (DOOR AND HARDWARE) General condition of wood stained doors show damage towards to foot of the doors. Doors chipped along edges. Many show scraps going across the face of the wood stain doors. Doors may have dents and portions of its surface removed or extruding from the face which may prove hazardous. Random pattern of scratches exhibited on door surface. Top corner of doors show wear and tear. 18 Facility Assessment Report, Garland Independent School District
19 BUILDING CONDITION: INTERIOR (DOOR AND HARDWARE) Door knobs are not HC compliant and are found on all interior wood stain or metal doors. Door levers are HC compliant and are generally found on all plastic laminate doors. Nickel finishes on pull handles of exterior doors are worn. Closers are dated and need repair. Facility Assessment Report, Garland Independent School District 19
20 BUILDING CONDITION: INTERIOR (INTERIOR FINISHES) Interior finishes are typically composed of carpet, VCT flooring, porcelain, gyp board, plaster or course aggregate concrete finishes. Ceiling systems consist of lay in ceiling systems and adhered ceiling tiles at vestibules. Lay in ceilings comprise of acoustical tiles that vary between 2x2 and 2x4 tiles. The latter generally show billowing and are not in accordance with the district standards. Several tiles show water damage from leakages. Corridors have painted vinyl wall covering with several instances of cracks and/or removal at edges. Ceramic wall tiles are found at water fountains and bathrooms. Instances of cracks and dents can be seen. Gypsum board walls lining the corridors and leading into classrooms show detachment at corners and ceilings, indicating hazardous foundation issues. Due to a previously implemented open classroom system, classrooms now have gypsum board barrier walls retrofitted to maintain privacy between classes however due to large gaps at ceilings sound is still propagated leaving very little privacy. Course aggregate concrete can be found at the atrium. This finish show stains along the base, and cracks with some patch work. Rolled carpet is used in the majority of instructional spaces, including the library. The carpet is in need of replacement due to unraveling at the seams, tears, and stains particularly at the classrooms. Plastic laminate casework is used throughout the facility. In most cases, the casework is satisfactory but some locations do have chipped or peeling laminate. 20 Facility Assessment Report, Garland Independent School District
21 BUILDING CONDITION: INTERIOR (INTERIOR FINISHES) Floor Plan Facility Assessment Report, Garland Independent School District 21
22 BUILDING CONDITION: INTERIOR (INTERIOR FINISHES) Cracks running down along the painted vinyl wall covering. Detachment of wall systems due to foundation issues. Gypsum board walls at the perimeter of classrooms have gaps between top of wall and ceiling; Allowing sound to propagate. General view of entry into classrooms from shared common space. Walls show separated from columns. Wall cracks appearing in numerous locations. 22 Facility Assessment Report, Garland Independent School District
23 BUILDING CONDITION: INTERIOR (INTERIOR FINISHES) Retrofitted walls do not extend beyond the ceiling system and in some areas cover HVAC vents/returns. Torn vinyl covering from structural issues. Wall plates are bent with edges extruding. Water damage to vinyl wall covering causing it to wrinkle. Area of major wall detachment from ceiling Area of major wall detachment from ceiling. Facility Assessment Report, Garland Independent School District 23
24 BUILDING CONDITION: INTERIOR (INTERIOR FINISHES) Structural issues causing painted CMU to crack along its joints. Ceiling tiles have cracks and missing covers to devices. Water damage to ceiling tiles. With possible buildup of mildew or mold. Roof leakage causing water damage. 2x4 ceiling tile systems are not in accordance with district standards. VCT floor reveal foundation issues with cracks that runs along the width of the corridors and extend to the walls. 24 Facility Assessment Report, Garland Independent School District
25 BUILDING CONDITION: INTERIOR (INTERIOR FINISHES) Carpets have stains, are torn at the edges, and are unraveling at the seams. Course aggregate concrete floor finish look dated and require cleaning. View of the cafeteria. View of the library. View of clinic with very limited space. Atrium has course aggregate lining its surfaces. Facility Assessment Report, Garland Independent School District 25
26 BUILDING CONDITION: INTERIOR (RESTROOMS) Both faculty and student restrooms have full height or partial height wall tiles and tile flooring with either lay in or gypsum board ceilings. Tiles are mismatched and have cracks. Some rooms show rust caused by leaks from plumbing fixtures. Water closets are not HC compliant at student restrooms with a few requiring attention due to detachment from the wall. Lavatories at the restrooms are not compliant also, and do not provide the appropriate faucet hardware nor wrapped piping underneath. Plastic and stainless steel toilet accessories are in good condition, however those with the painted steel finish show rusting at edges. 26 Facility Assessment Report, Garland Independent School District
27 BUILDING CONDITION: INTERIOR (RESTROOMS) Floor Plan Facility Assessment Report, Garland Independent School District 27
28 BUILDING CONDITION: INTERIOR (RESTROOMS) Student restroom accessible water closets are not HC compliant. Water closet showing detachment from wall. Toilet accessories and grab bars at accessible stall. Water closet seat are loose and do not align properly with bowl. Water closet showing detachment from wall. HC compliant lavatory in clinic. 28 Facility Assessment Report, Garland Independent School District
29 BUILDING CONDITION: INTERIOR (RESTROOMS) Lavatories are not HC compliant; pipes should be wrapped or insulated. Tile wall in student restroom shows wear. Lavatories are not compliant; pipes should be wrapped or insulated and faucet hardware should be replaced. Tile has rust stains and shows water damage. Wall should be thoroughly cleaned and plumbing should be checked for leaks. Sinks exhibit rust at drains. Painted steel partitions have dents and scratches. Numerous instances of defacement to partition stalls. Facility Assessment Report, Garland Independent School District 29
30 BUILDING CONDITION: INTERIOR (RESTROOMS) Solid plastic stalls require cleaning and doors are warped in areas. Painted steel towel dispenser has rust at edges. Plastic paper towel dispenser. Painted steel trash receptacles have rust. Student urinals are not HC compliant. Porcelain flooring mismatched and have dents. 30 Facility Assessment Report, Garland Independent School District
31 BUILDING CONDITION: INTERIOR (RESTROOMS) Gaps between wall systems and floor. Detachment of walls at corners. Walls do not extend beyond ceiling system. Water damage to ceiling tiles. Trim piece not properly secured to wall. 2x4 acoustical ceiling tiles are not in accordance with district standards. Facility Assessment Report, Garland Independent School District 31
32 BUILDING CONDITIONS - FINE ARTS / SCIENCE / ATHLETICS The gymnasium is in overall good condition. VCT flooring, CMU walls, and the ceiling do not indicate signs of damage or heavy wear. Athletic equipment including basketball goals are also in good condition however dated. The stage area is equipped with stage lighting and a foldable partition. There is minor damage at the bottom of the partition. Rolled carpet at the stage area and steps is heavily stained and should be replaced. The music classroom contains no acoustic wall panels and have general classroom configuration with plastic laminate builtins which are in fair condition. 32 Facility Assessment Report, Garland Independent School District
33 BUILDING CONDITIONS - FINE ARTS / SCIENCE / ATHLETICS Floor Plan Facility Assessment Report, Garland Independent School District 33
34 BUILDING CONDITIONS - FINE ARTS / SCIENCE / ATHLETICS VCT flooring at gym slightly worn and are damaged in numerous locations. Overall view of gym. Gym ceiling have 2x4 ceilings that exhibit sagging. Basketball goals are in fair condition however slightly dated. CMU walls appear to be in satisfactory condition. Damaged flooring around water fountains. 34 Facility Assessment Report, Garland Independent School District
35 BUILDING CONDITIONS - FINE ARTS / SCIENCE / ATHLETICS View of stage from cafetorium. Foldable partition at stage. Damaged surface on wood veneer wall covering. Detachment from wall of board. Carpet at stage steps is stained. Painted vinyl wall covering at stage peeling off. Wooden panel wall also have instances of cracks. Facility Assessment Report, Garland Independent School District 35
36 BUILDING CONDITIONS - FINE ARTS / SCIENCE / ATHLETICS Stained ceiling tile from water damage View of stage curtains. View of light fixture. No railing at stairs. Nor is there an HC accessible ramp. Music classroom. Plastic laminate built-ins are in satisfactory condition. 36 Facility Assessment Report, Garland Independent School District
37 BUILDING CODE AND TAS Numerous violation of code occurs in this facility. Many door handles are knob types, which do not meet code requirements. Transaction counters at the library and at the main office both do not have a portion that meets compliance height. Water coolers do not provide the proper knee clearances for each bank of coolers. Student restroom water closet s rims are beyond the required height necessary for HC accessible for children. Also many HC stalls do not have the maneuvering clearance to access these stalls. Lavatories do not have proper knee clearance and paper towel fixtures are located too high for children. Sinks at casework units also do not have the required knee clearances or counter height and are not equipped with compliant faucet hardware. Cafeteria seating currently consists of built in seats integral with each table. Per code, there should also be a portion of seating that is provided for HC companion seats. Opening to rooms without doors create a security problem. The shared common spaces that lead to these rooms have doors with panic hardware but no rescue type hardware. This creates difficulty in the case of a lockdown. Finally, many fixtures (i.e. fire extinguishers, light switches etc.) are located beyond the required height limits. Facility Assessment Report, Garland Independent School District 37
38 BUILDING CODE AND TAS Floor Plan 38 Facility Assessment Report, Garland Independent School District
39 BUILDING CODE AND TAS Levers are compliant. Typical condition. Door knobs are not compliant. Accessible ramp to library has a slope beyond the required limit. Open concept compromises security in cases of a lockdown or evacuation. Fixed seating at cafeteria doesn t provide HC compliant seating at tables. Typical condition; Student restroom water closet s rims are beyond the required height necessary for HC accessible for children. Also many HC stalls do not have the maneuvering clearance to access these stalls. Lavatories do not have proper knee clearance and paper towel fixtures are located too high for children. Facility Assessment Report, Garland Independent School District 39
40 BUILDING CODE AND TAS Opening to rooms without doors create a security problem. The shared common space leading to these rooms have doors with no rescue type hardware. Creating difficulty in the case of a lockdown. Fire extinguishers are located beyond the required height limits, along with many other fixture and receptacles. Cabinetry in area is not suitable for children due to its counter height being at 36. Minimal space in clinic requires a HC inaccessible configuration of beds. 40 Facility Assessment Report, Garland Independent School District
41 TEA COMPLIANCE AND EDUCATIONAL ADEQUACY Facility Assessment Report, Garland Independent School District 41
42 TEA COMPLIANCE AND EDUCATIONAL ADEQUACY 42 Facility Assessment Report, Garland Independent School District
43 TEA COMPLIANCE AND EDUCATIONAL ADEQUACY Facility Assessment Report, Garland Independent School District 43
44 TEA COMPLIANCE AND EDUCATIONAL ADEQUACY 44 Facility Assessment Report, Garland Independent School District
45 TEA COMPLIANCE AND EDUCATIONAL ADEQUACY Facility Assessment Report, Garland Independent School District 45
46 TEA COMPLIANCE AND EDUCATIONAL ADEQUACY 46 Facility Assessment Report, Garland Independent School District
47 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING Mechanical Systems Information The mechanical system at Hickman Elementary School is comprised entirely of DX Gas rooftop units (RTUs). A total of fifty-two Trane DX Gas RTUs serve the facility in its entirety. These units were manufactured in 2007 and range in size from 2.75 to 15 nominal tons. They are in good condition and should have several years of useful life left. The MDF room is currently being served by a 2.5 ton Trane RTU that was installed in This unit is in moderate condition and may need to be replaced within the next five years. Electrical Systems Information The electrical system at Hickman Elementary School has undergone numerous renovations since the building first opened in Electrical distribution equipment typically has a 20 to 30 year useful life, after which, retrofitting, refurbishing or replacement is necessary to maintain a reliable electrical system. The most recent renovation took place in 2009, when four Cutler-Hammer panels and one transformer were installed. There is a single 480/277 service entry for the facility, with the main switchgear being located in Cafeteria Storeroom 39. It is a 1200 amp Square D MSB that is in acceptable condition. The four Cutler-Hammer panels that were installed in 2009 are located in Electrical Room C5. They are all in good condition and should have several years of useful life left. There are six Square D distribution panels located on the roof. These panels were installed at the same time as the MSB and are in acceptable condition. There are several panels and transformers throughout the facility that are in poor condition and are in need of replacing. HA, LA, HD, LD and LC are Federal Pacific panels that are original to the building. These panels, along with transformers LA and LD, are in poor condition and are at the end of their useful life. Panel Q is a General Electric unit that is located in Rm 39. It is in poor condition and should be replaced. Plumbing Systems Information A majority of the fixtures and plumbing are original to the building (1974). This being the case, there are several ADA compliancy issues throughout. Maintenance has reported a lack of isolation valves on site. Flush valves on toilets and urinals are a combination of Sloan and Zurn manufacturers, approximately half of which are low consumption units. A majority of the lavatory faucets throughout the facility are metered, and 4- person Bradley wash stations are utilized in many gang restrooms. The building s electric water coolers are a combination of Oasis and Halsey-Taylor units. There are two domestic water heaters on site, both of which are in good condition. WH-1 is a Lochinvar EWN model that is located in the kitchen janitorial closet. It is a gas fired unit that has a 100 gallon storage tank. WH-2 is a State Select unit that is located in Storage Room 122. It is a 10 gallon electric unit and should have several years of useful life left. Facility Assessment Report, Garland Independent School District 47
48 ENGINEERING REPORT - MECHANICAL / ELECTRICAL / PLUMBING Lighting Information Lighting was renovated in All ballasts are electronic and the standard fluorescent bulb size is T8 throughout the building. Gym lighting fixtures are T5HO high bay fluorescents. Exterior lighting is sufficient. Foyer lighting is in poor condition and needs to be upgraded. The facility does not have room occupancy sensors. Lighting in the rest of the building is in good condition throughout the facility. Maintenance has reported a need for motion sensor in the gymnasium. Fire Alarm Information The fire alarm panel is manufactured by Notifier. The model of the panel is AFP 640. The panel is addressable and was installed in The current tag status is blue and the panel was not reporting any warnings at the time of the visit. Fire Sprinkler System Information There is no fire sprinkler system in place at Hickman Elementary School. In order for this facility to be up to code, such a system should be installed. Energy Management System Information All 2007 RTUs were equipped with new DDC controls upon installation. The EMS system is in good condition and should have several years of useful life left. 48 Facility Assessment Report, Garland Independent School District
49 ENGINEERING REPORT - ROOFING General Conditions The building exterior features pre-cast concrete panels. All roof areas were replaced in 1987 with an asphalt gravel surfaced Built-Up roof system. Roof areas terminate into perimeter walls formed by pre-cast concrete panels. Drainage is provided by interior drains along the perimeter walls in most locations except at the main, south side and kindergarten entrances where through wall scuppers are the featured drainage device. The structural deck is lightweight concrete at most areas. Tectum deck was found in the gym. Drainage/Slope Slope to perimeter drains is generally satisfactory. However, excessive ponding was observed in front of the scuppers around the kindergarten and main entrances. Leaves and debris were found around some drains. Roof Membrane The roof membrane appears to be in fair condition. No defects such as splits or blisters were found but there are a few areas where the felt membrane is exposed. Flashings Curb flashings are in satisfactory condition related to areas replaced in A/C unit curb flashings are in very good condition since most of the HVAC units have been replaced. Perimeter wall flashings are in relatively good condition for their age. Surfacing Gravel surfacing coverage is uniform except at some isolated locations and where the gravel was moved to search for the source of a leak. Sheet Metal Sheet metal components such as counter flashings installed around curb and along the top of base flashings are in satisfactory condition related to the 1987 roof replacement. Counter flashings for the new A/C curbs are in excellent condition. Miscellaneous A little debris was found on the roofs. Roof Performance A few leaks have been reported in the past in the vicinity of the front entrance and around some A/C units. Facility Assessment Report, Garland Independent School District 49
50 ENGINEERING REPORT - ROOFING Campus Recommendations 1. Resurface areas of gravel erosion. 2. Remove debris around the drains and in the field of the roof. 3. Ponding water in front of the main and kindergarten entrances will be resolved when the roof is replaced with additional drains or a tapered insulation design sloped to the scuppers. 4. Replace all roof areas in Facility Assessment Report, Garland Independent School District
51 ENGINEERING REPORT - ROOFING Facility Assessment Report, Garland Independent School District 51
52 ENGINEERING REPORT - ROOFING General appearance and wall flashing. Cafeteria roof. Curb and counter flashing. Perimeter wall flashing and counter flashing. Large repair and ponding water above main entrance. Pipe supports. 52 Facility Assessment Report, Garland Independent School District
53 ENGINEERING REPORT - ROOFING General appearance of east side. Scuppers above main entrance. Facility Assessment Report, Garland Independent School District 53
54
55 ENGINEERING REPORT - STRUCTURAL The recommendations below are based on our Structural Team s review of the scans of existing documents available in Garland ISD Archives, interviews with Garland ISD Staff from the School Facilities Department and the Maintenance Department, and onsite visual surveys of representative areas that were accessible. As with any structural condition assessment, more detailed assessments can always be performed at an additional cost with more time and may lead to additional recommendations; recommendations for specific types of more detailed assessments are provided below. Specific data regarding structural descriptions and observations of current conditions is provided in the Engineering Report - Structural Appendix separately for each construction phase of each facility. Therefore, refer to the Engineering Report Structural Appendix for more detailed information on where the following recommendations apply. Further Study is recommended to confirm that there is not a vapor barrier under the slab. If this is the case, recommend any new flooring be systems which allow moisture to breathe through the system or systems that have sufficiently moisture-resistant adhesives if possible or removing and replacing the slab with a new slab over a new vapor barrier. Relevelling or replacement of all or some of the existing floor slab and possibly the perimeter grade beams/piers is recommended to address barriers to handicap accessibility and general tripping hazards due to significant foundation movement. Further Study is recommended to determine if there is sufficient lateral anchorage at the top of all exterior concrete panels that are parallel to roof joists. Installing lateral restraints may be recommended after further study. Further Study is recommended to determine if the concrete panels/non-load bearing CMU walls have cracked behind wall finishes. Repair of such cracks or retrofitting new structural components may be recommended. If any modifications to the concrete panels are desired, Special Analysis will be required and significant Architectural and Structural limitations may be 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. Facility Assessment Report, Garland Independent School District 55
56 ENGINEERING REPORT - STRUCTURAL Facility Assessment Report, Garland Independent School District
57 ENGINEERING REPORT - STRUCTURAL Evidence of differential foundation movement. Skewed wall/wall finishes. Separation at wall to ceiling intersection. Facility Assessment Report, Garland Independent School District 57
58
59 FOOD SERVICE Serving counters have galv base - replace Holding cabinet - replace Work tables have galv frames - replace Pot sink needs 3 compartments - replace Prep sink have galv legs - repair/replace Dish tables have galv frames and landing is too high - replace Facility Assessment Report, Garland Independent School District 59
60 FOOD SERVICE Dishwasher is very old - replace Condensate hood is too short - replace Exhaust hood not code compliant - replace Walk in box joints coming apart 60 Facility Assessment Report, Garland Independent School District
61 SECURITY Summary: This security assessment was performed on September 25, 2013 at Hickman Elementary School in Garland Texas. There was a brief interview with the campus principal Disa McEwen, however no campus personnel accompanied us with the walk through. General Statistics: The areas immediately surrounding the campus consist of densely packed single family residences and Bisby Public Park to the east. The roads bordering the campus are Pinewood Drive, Flagstone Drive, and Elm Ridge Lane. Staff parking is on the north and west of the campus. Parking spaces for administration are reserved and individually marked for each position. Entry into the campus is clearly marked with school zone signage, flashing lights, reduced speed signs and clearly marked crosswalk striping at the immediate entrance to the school. There are two drives into and out of the campus, the first is off of Elm Ridge Lane is a loop on the west of the campus which is not clearly marked for directional flow. The second is off of Pinewood Drive has a small loop in front of the campus. There are bike racks located to the northwest corner of the campus which are not observable by staff. Preparedness and Life Safety: Campus Evacuations, Lockdown Procedures and Drills o Students, faculty, and staff all practice the ISD s mandatory standard for fire drills, emergency lock down, and shelter in place for inclement weather. o It was indicated that the school practiced Reverse Evacuation drills for students outside of the building or interior area of the school. o Not all classrooms displayed the plans for emergency procedures at the entry to the classroom. Severe Weather o The campus has a functioning weather radio system which includes exterior mounted devices used for monitoring the weather. However, there were not enough exterior PA speakers on the school building for the announcements to be heard. Automated External Defibrillator AED o A map depicting the location of AEDs should be placed at all exterior doors, gymnasium, cafeterias, and entrance into the school. o There was one unit for the school, which was near the front office. o Not all faculty and staff are trained on the AED device. First Aid Kits o There was a first aid kit in the clinic, but not in the cafeteria or gymnasium. Student Pick-up and Drop-off o High visibility life safety attire was not worn by teachers/staff during pickup and drop-off times. Facility Assessment Report, Garland Independent School District 61
62 SECURITY Outer Perimeter: There is no physical separation between the campus and the park to east, and the alleyway to the south has a chain-link fence separating the campus grounds.. Building Exterior: The exterior lighting appears to be very limited on the property including the play areas and canopies leading to the portables. Future investment in adequate lighting may be required to support any future surveillance camera improvements. A noticeable amount of trash was observed on the playground to southeast. On the exterior glass outside of door #10 seemed to have some kind of splatter that dried. Graffiti was found on the exterior of walk-in cooler. There is no bollard protection around the dumpsters. There is space in between the walk-in cooler and the exterior of the building that can be shimmy up to gain roof access also there are also milk crates and wooden pallets that can be used to climb on top of walk-in cooler to gain access to the roof. Signs that vehicle burnouts are taking place in the parking lot to the west. A gate into the kinder playground area was open and unlocked at the time of walkthrough. Damage to the exterior wall next to door #17. There is damage to the Masonite kick panels on the portable buildings. The exterior lighting appears to be very limited on the property including the play areas and canopies leading to the portables. Future investment in adequate lighting may be required to support any future surveillance camera improvements. Doors and Vestibules: The main entry does not have a managed vestibule. All exterior doors are kept locked during the day except during pick up and drop off periods. This information is posted at the main entrance and campus website. There are complaints from staff that exterior Door #6 will not latch properly if debris gets into the door frame. Visitor Management: The main entry does utilize an existing intercom and surveillance camera system which is located on the exterior side of the entry. Visitors are required to press the intercom button near the front door to request entry. As visitors are identified, they are permitted to enter the office directly, which is to the right as you enter the main entry. The administrative staff indicated that the LED display on the Aiphone was dark and difficult to see the face of the person seeking entry. After entering the building there is no way to force visitors into the main office. The administrative staff indicated that they were diligent in intercepting visitors who bypass the office. The campus currently utilizes a Raptor based system for checking in visitors. 62 Facility Assessment Report, Garland Independent School District
63 SECURITY Electronic Safety Security / Communications: Surveillance The campus has an existing surveillance system that monitors both the interior and exterior of the building. The majority of the cameras are installed inside the building at major entrances, all exit doors, and high traffic areas. o There is insufficient camera coverage around the general exterior of the building including all play areas, pick up and drop off points and delivery entrances. o Siting an issue with difficulty recognizing faces on camera, the administrative staff requested that either the distance between cameras be reduced so that there are more or that resolution of the camera be increased. o The exterior camera dome outside Door #5 showed some signs of vandalism. Intrusion There is an existing intrusion alarm system used on campus. Motion detection is used as the primary means of detection which is located at exits, computer labs, cafeteria, gymnasium, and main administrative area, but not in classrooms or at roof hatch locations. Access Control The existing access control system on campus consists of card readers at strategically located doors; main entry and choice keyed exterior doors. The access control system is not used to monitor the condition of the exterior doors during the day. Intercom The campus has an intercom system throughout the school which includes interior speakers and speakers installed around the exterior of the campus. Two Way Radios There were a limited number of handheld radios located on campus. o Radios were present in the main office, gymnasium, cafeteria and several select classrooms. o Not all personnel carried handheld radio at all times. o When talking to administrative staff, it was indicated that there weren t enough radios for teachers and key personnel. Facility Assessment Report, Garland Independent School District 63
64 SECURITY Building Condition: Exterior All the numbers used on the map above correspond to the photos on the following pages. 64 Facility Assessment Report, Garland Independent School District
65 SECURITY Covered up graffiti on the walk-in cooler. Dumpsters that did not have bollards behind them. Space in between the walk-in cooler and exterior of building that can be used to shimmy onto the roof. Palettes that can be used as a ladder to gain access to the roof. Unprotected gas meter along Elm Ridge Lane. Open gate into kindergarten playground area, during class hours. Facility Assessment Report, Garland Independent School District 65
66 SECURITY Damage to exterior wall outside of kindergarten classrooms. Damage to lower panels and water buildup outside of portable buildings. Debris that can prevent door from closing securely. Side light covered up not allowing for natural surveillance. 66 Facility Assessment Report, Garland Independent School District
67 SECURITY Building Condition: Interior E 1 H 1 G 1 F 1 A 1 B 1 C 1 D 1 The letters used on the map above correspond to the photos on the following pages. Facility Assessment Report, Garland Independent School District 67
68 SECURITY There were no doors on the library. During a lock down, the librarian and students had to take cover in a storage room across the corridor. The ceiling tiles in all bathrooms were lay in acoustical tiles that weren t coated or held down with wind clips. There was a considerable amount of exposed low voltage transformers and electrical conduit in the janitor s closet. The telephone circuits and associated wiring were exposed and next to a mop sink in the janitor s closet. Classrooms #140, #141, #142, and #143 had two exterior glass doors that were not alarmed or monitored on both the interior and exterior sides. There were 7 two-way radios that were not being utilized. 68 Facility Assessment Report, Garland Independent School District
69 SECURITY There is a large planter in front of the main office that obstructs the view of the main entrance doors to high foliage and window glare. There were 7 Two-way Radios that were not being used or given to school staff. Facility Assessment Report, Garland Independent School District 69
BUILDING DATA. Facility Assessment Report, Garland Independent School District 3. Williams Stadium (Facility #913)
WILLIAMS STADIUM BUILDING DATA WILLIAMS STADIUM 510 Stadium Dr., Garland, TX 75040 Facility # 913 Year Built No. of Buildings No. of Portables 0 Approx. Total Square Footage Approx. Capacity Building
More informationHOUSTON MIDDLE SCHOOL
HOUSTON MIDDLE SCHOOL CAMPUS DATA HOUSTON MIDDLE SCHOOL 2232 Sussex Dr., Garland, TX 7504 Facility # 043 Year Built 960 (w/additions) No. of Buildings 2 No. of Portables 6 Approx. Total Square Footage
More informationwww.citiesinspection.com October 5, 2015 Dear Client,
www.citiesinspection.com October 5, 2015 Dear Client, On 9/14/2015, Cities Inspection Service, Inc. completed a building inspection of the property located at 123 Oak Street, Someplace, Minnesota for you.
More informationFacility Assessment Report, Montgomery Independent School District
THE LEARNING CENTER CAMPUS DATA THE LEARNING CENTER 700 Dr. Martin Luther King Jr. Drive, Montgomery TX 77356 Year Built 1958 Approx. Total Square Footage Grades Served Current Enrollment 22,050 n/a n/a
More information17,280 square feet Overview:
CENTRAL OFFICE Located at 167 Boston Post Road, East Lyme, Connecticut, the Central Office was built in 1916 as the original Flanders Elementary School and remains connected to the current school. The
More informationFacility Summary. Facility Condition Summary. Seattle School District David T. Denny International Infrastructure. Facility Components
Infrastructure Facility Condition Summary Weighted Avg Condition Score Facility Components Systems Surveyor/ Date Done Comments G Sitework.9 Site Improvements Parking Pedestrian Paving Site Development
More informationORANGE UNIFIED SCHOOL DISTRICT SCHOOL FACILITIES MASTER PLAN NEEDS ASSESSMENT
1. SAFETY, HEALTH, CODE 1.1 Structural Requirements, Seismic Stability 1.1.1 Primary Structure 1.1.2 Ceilings 1.1.3 Cabinets, Equipment 1.1.4 Portables 1.2 Fire / Life Safety 1.2.1 Corridor, Separation
More informationBUNKER HILL ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1970 BUILDING AREA 98,200 SF CURRENT PROGRAM CAPACITY 332 ENROLLMENT 2008 387 WARD 5 PROPOSED PROGRAM CAPACITY 750 Site Plan BUNKER HILL - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationORANGE UNIFIED SCHOOL DISTRICT SCHOOL FACILITIES MASTER PLAN NEEDS ASSESSMENT
1. SAFETY, HEALTH, CODE 1.1 Structural Requirements, Seismic Stability 1.1.1 Primary Structure 1.1.2 Ceilings 1.1.2 Water damage in many classrooms. Replace tiles. 1.1.3 Cabinets, Equipment 1.1.4 Portables
More informationLAKEVIEW CENTENNIAL HIGH SCHOOL
LAKEVIEW CENTENNIAL HIGH SCHOOL CAMPUS DATA LAKEVIEW CENTENNIAL HIGH SCHOOL 3505 Hayman Dr., Garland, TX 75043 Facility # 005 Year Built 976 No. of Buildings No. of Portables 20 Approx. Total Square Footage
More informationInspection Item COMMENTS
APPENDIX 9 AFFORDABLE HOUSING PROGRAM INSPECTION CHECKLIST Participating Jurisdiction: Homeowner Name: Assisted Property Address: Date of Physical Inspection of Property: Total Square Footage of Property:
More informationSODA SPRINGS JOINT SCHOOL DISTRICT NO. 150 RECOMMENDED REPAIRS, REPLACEMENT, AND ADDITIONS OPINIONS OF PROBABLE COST
SODA SPRINGS JOINT SCHOOL DISTRICT NO. 150 RECOMMENDED REPAIRS, REPLACEMENT, AND ADDITIONS OPINIONS OF PROBABLE COST SODA SPRINGS HIGH SCHOOL REPAIRS AND UPGRADES SITE Construction Estimate = $100,000
More informationCLIENT. Inspection Report. 271 Front St. Alert Bay, B.C. Island Building Inspections V ANCOUVER I SLAND B. C.
CLIENT Inspection Report 271 Front St. Alert Bay, B.C. Island Building Inspections 2013 V ANCOUVER I SLAND B. C. Elevation Photos For the Property at 271 Front Street Alert Bay, BC ELEVATION PICTURES Front
More informationHAMILTON SCHOOL. 1401 Brentwood Parkway, N.E., Washington, DC INITIAL YEAR BUILT 1968 BUILDING AREA
INITIAL YEAR BUILT 1968 BUILDING AREA 187,700 SF CURRENT PROGRAM CAPACITY N/A ENROLLMENT 2008 129 WARD 5 PROPOSED PROGRAM CAPACITY N/A Site Plan HAMILTON - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationItems in red were complete 2-22-10. Items in green were complete on 8-2-11. Lined out items are Life Safety Codes.
Office of Safe and Orderly Schools Facility Safety Assessment Dennis Meador, School Facilities Supervisor Mark Hobson, School Facilities Supervisor Division of School Building September 18 19, 2007 Items
More informationFacility Assessment for. 11801 East Main Street, Huntley, IL
Facility Assessment for 11801 East Main Street, Huntley, IL July 12, 2012 Prepared by: Dewberry Architects Inc. 25 S. Grove Avenue, Suite 500 Elgin, IL 60120 (847) 695-5840 The Village of Huntley requested
More informationArchitectural Condition Survey
Architectural Condition Survey Santa Fe Railroad / AMTRAK Depot, Lawrence. Kansas for the City of Lawrence, 2002 Survey: (student) PI: William Carswell, Associate Dean, School of Architecture, University
More informationInspecting to a higher standard.
Inspecting to a higher standard. Rob Hopkin Silver Spring, MD 20902 Monday, June 2, 2014 ProTec Inspection Services Inc. 19736 Selby Ave Poolesville, MD 20837 301-972-8531 www.protec-inspections.com rob@protec-inspections.com
More informationCOST OF WORK FORM. Abbreviations: ea = each, LF = linear feet, SF = square feet, HSF = square feet of living area (including garage conversion space)
COST OF WORK FORM All costs shown are estimates using base grade materials, taxes, and labor. For houses where a higher quality is indicated, the costs should be increased for work requiring upgraded materials.
More informationMarch 19, 2014. Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202
Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202 Re: Prospector s Point Walkway/Façade Repairs Martin/Martin, Inc Project No.: 13.0358.S.02 Ms. McDonald: Per your request
More information48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No.
Classification: Cluster: Location: Total Area: No. of Stories Aquarium Acreage Owned: Acquired: 1904 Most Recent Improvements: THE AQUARIUM Close to junction of Inselrhue and Loiter Way, Belle Isle Two
More informationEvanston Main Street Station TOD Plan and Study. Appendix A.1: Station Area Existing Conditions
Evanston Main Street Station TOD Plan and Study Appendix A.1: Station Area Existing Conditions EvanstonMainStreetStation TODPlanandStudy A 1 AppendixA.1: ExistingConditions Table of Contents Station Locations
More informationWhitley Manufacturing Co., Inc. 201 W. First Street S. Whitley, IN 46787 Phone (260) 723-5131 Sales Fax (260) 723-6396 whitley@whitleyman.
Building Type Building Code Whitley Classroom Buildings BOCA, UBC, SBCCI, NEC, ADA Structural Support Outrigger construction standard, Whitley model classrooms. Main support beams to be 12 11.8# per lineal
More informationArchitectural Inspection Site Structures
0141 Freestanding Shelters Open air shelters not attached to the building. Bike rack shelter with bike racks: This 8'x30' structure is located on the north east side of the building on the wooded landscape
More informationPLUMMER ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1959 BUILDING AREA 69,400 SF CURRENT PROGRAM CAPACITY 481 ENROLLMENT 2008 228 WARD 7 PROPOSED PROGRAM CAPACITY 325 Site Plan PLUMMER - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationPUBLIC RESTROOMS, DESIGN INTENT
PUBLIC RESTROOMS, DESIGN INTENT 1.01 STRUCTURAL A. Where feasible, metal stud partitions will be constructed on a 6 high concrete curb. 1.02 MECHANICAL A. Restrooms will have a minimum of 15 air changes
More informationOPTIMUS WORK CLASSIFICATION LIST ENTER ALL THAT APPLY
Cost Code # Description Cost Code # Description 01 00 00.001 General Requirements 02 00 00.001 Existing Conditions 01 31 19.13.001 Preconstruction Meetings 02 21 00.001 Surveys 01 32 33.001 Photographic
More informationReport Index PROPERTY DESCRIPTION 1 ELECTRICAL SYSTEM 2 COMMON INTERIOR AREAS 3 INTERIOR ROOMS 6 KITCHEN 8 BATHROOMS 10
Report Index PROPERTY DESCRIPTION 1 ELECTRICAL SYSTEM 2 COMMON INTERIOR AREAS 3 INTERIOR ROOMS 6 KITCHEN 8 BATHROOMS 10 PROPERTY DESCRIPTION PROPERTY INSPECTED: INSPECTION ADDRESS: 4722 Baltimore Avenue
More informationBuilding Condition Assessment Report
C2 - Nurses Resident (aka Administration) Building Condition Assessment Report Asset Address Address Construction Year Size (Gross Floor Area) Asset Type Floors Above Ground Inspection Date C2 - Nurses
More informationSelf-Home Inspection Checklist
To be used as a first home visit for note taking. Visit www.homeinspectiondirect.com for more tips and information about buying a home and hiring a home inspector. This form in no way replaces a professional
More informationMURCH ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1929 BUILDING AREA 47,700 SF CURRENT PROGRAM CAPACITY 479 ENROLLMENT 2008 491 WARD 3 PROPOSED PROGRAM CAPACITY 500 Site Plan MURCH - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5
More information3. Tile used in the toilets is generally in good shape, though somewhat dated looking. The floor tile is slippery when wet.
Architectural Elements Support Facilities A. System Description 1. Architectural support facilities include the lobby, classroom, fitness room, office area, staff toilet/showers, public toilet/lockers,
More informationVision Home Inspection
Vision Home Inspection 324 Rams Run Shepherdsville KY 40165-7877 Inspector: James McFadden Property Inspection Report Client(s): Property address: Inspection date: View report summary This report is the
More informationBuilding Condition Assessment Report
Building Condition Assessment Report Asset C3c - Oak Terrace Cottage 121 Address Riverview Lands, 2601 Lougheed Highway, Coquitlam, BC. V5C 4J2 Construction Year Size (Gross Floor Area) 1920. 2,553 Sq.Ft.
More informationHow To Check For A Deficiency
UPCS in Pictures The following pictures are not all inclusive nor does it cover every deficiency. The pictures, however are some of the most commonly cited deficiencies on REAC inspections. Erosion The
More informationNovember 3, 2015 Bond and District Additional Assistance Election Information
November 3, 2015 Bond and District Additional Assistance Election Information Proposition 432 - $22 million General Obligation Bond 150+ facility projects across all schools Building renovations and improvements
More informationMequon - Thiensville School District Long Range Facilities Plan Monthly Project Schedule
Mequon - Thiensville School District Long Range Facilities Plan Monthly Project Schedule Homestead HS Sept.'15 Oct'15 Nov'15 Dec'15 Jan'16 Feb'16 Repair Asphalt @ Main Garage Replace Exterior Hollow Metal
More informationDesigning Schools To Reduce On-Going And Future Maintenance and Repair Costs
Designing Schools To Reduce On-Going And Future Maintenance and Repair Costs Charles H. Johnson, Consultant School Facilities Planning Division California Department of Education March 7, 2001 1 Designing
More informationAll substantial design decisions and budget confirmation shall be resolved for the College to approve the Design Development Submittal.
2.02 DESIGN DEVELOPMENT PHASE GENERAL The Architect shall prepare the Design Development Documents from the approved Schematic Design. The Design Development Documents shall consist of drawings and other
More informationProperty Condition Assessment
Property Condition Assessment Business, Wisconsin Inspection Date: 8/2009 Prepared For: Business Owner Report Number: TD999909 Prepared By: Shamrock Building Inspection Consultants LLC N29 W29951 Shel-Mar
More informationSAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT
SAMPLE SCHEDULE OF S 1.00 General Conditions 1.01 Project Management 1.02 General Superintendent 1.03 Superintendents 1.04 Safety Engineer 1.05 Scheduling 1.06 Field Engineering 1.07 Bonds 1.08 Trailer
More informationExecutive Summary. June 2005 Auke Bay Elementary School Condition Survey Report Page 4 of 228
Building History 1. The original building was built in 1968. It is essentially a 2 story building built into a hillside. A portion of the second floor steps up the hill a half level above the second floor
More informationHow To Plan A Building
State of Nevada Department of Administration Purchasing Division Las Vegas Purchasing Warehouse Facility Condition Analysis LAS VEGAS PURCHASING WAREHOUSE 1054 South Commerce Street Las Vegas, Nevada Site
More informationVan Vleck ISD Bond Election
Van Vleck ISD Bond Election November 4, 2014 The Van Vleck ISD School Board called a bond election at their meeting on August 18 for $42.7 million. 2 School districts must ask voters for permission to
More informationEAST LYME HIGH SCHOOL
Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed
More informationCONSERVATION MAINTENANCE WORKSHEET Universal Checklist
3.1 SITE 1 Concrete curbs Check for cracks, spalling, growth from joints X 2 Stone curbs Check for cracks, spalling, growth from joints X 3 Concrete walkways Look for uneven surfaces, ponding, growth from
More informationSPACE TYPE: LABORATORY (WET) FOR CHEMISTRY AND BIOLOGY
SPACE TYPE: LABORATORY (WET) FOR CHEMISTRY AND BIOLOGY Construction Criteria The unit costs for (Wet) space types are based on the construction quality and design features in the following table. This
More informationMonthly Inspection Checklists
Monthly Inspection Checklists These safety checklists are part of a monthly inspection of church property. The items listed are not meant to imply that other concerns could not be present. The items listed
More informationDRAPER ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1953 BUILDING AREA 54,000 SF CURRENT PROGRAM CAPACITY 250 ENROLLMENT 2008 84 WARD 8 PROPOSED PROGRAM CAPACITY 325 Site Plan DRAPER - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5
More informationTotal Home Inspection Checklist
Total Home Inspection Checklist Use a checklist like this to make sure that you are looking at all parts of the house. Check off those items that are in good condition and make notes about those that are
More informationSECTION 08 41 1 ALUMINUM FRAMED ENTRANCES and STOREFRONTS. System 402 Flush-Glazed Screw Spline Storefront
PART 1 GENERAL 1.01 Work Included SECTION 08 41 1 ALUMINUM FRAMED ENTRANCES and STOREFRONTS System 402 Flush-Glazed Screw Spline Storefront A. Furnish and install aluminum architectural storefront system
More informationPROFESSIONAL ENGINEERING INSPECTIONS, INC.
PROFESSIONAL ENGINEERING INSPECTIONS, INC. P. O. BOX 271492 HOUSTON, TEXAS 77277 Registered Engineering Firm #1503 http://www.profengineering.com (713) 664-1264 July 8, 2004 Mr. Simple Samson 2831 Octoberfest
More informationCONDITION OF QUALITY ITEMS
CONDITION OF QUALITY ITEMS FOUNDATION Always look for moisture problems and any bulges or irregularities in the walls. Lines on the walls or floors may indicate water problems. Have these been cured? If
More informationCurrent as of 11/10/08 1 of 1
BEST PRACTICES STANDARDS FOR SCHOOLS UNDER CONSTRUCTION OR BEING PLANNED FOR CONSTRUCTION I. Site Layout A. School buildings shall be provided with a securable perimeter. A securable perimeter means that
More informationUNIVERSITY OF CALIFORNIA, SAN DIEGO
UNIVERSITY OF CALIFORNIA, SAN DIEGO UCSD BERKELEY DAVIS IRVINE LOS ANGELES MERCED RIVERSIDE SAN DIEGO SAN FRANCISCO SANTA BARBARA SANTA CRUZ UNIVERSITY CENTERS - 0076 PHONE: (858) 822-4987 9500 GILMAN
More informationSPACE TYPE: AUTOMATED DATA PROCESSING CENTER (ADP) (MAINFRAME)
SPACE TYPE: AUTOMATED DATA PROCESSING CENTER (ADP) (MAINFRAME) Construction Criteria The unit costs for ADP Mainframe space types are based on the construction quality and design features in the following
More informationcosts and billing Facilities Services State-Funded and Billable Services Centrally Funded Services for State Supported Spaces Billable Services
Facilities Services State-Funded and Facilities Services receives funding to provide maintenance in eligible state-supported areas. State-supported areas, equipment, and facilities are those that are utilized
More informationBoard Seminar Facilities. School Year 2012-2013. Submitted by Joseph L. Lisa-Director of Facilities
Board Seminar Facilities School Year 2012-2013 Submitted by Joseph L. Lisa-Director of Facilities High School Installed new fence for Pre-K activities by weight room. Installed new rails and side walks
More informationCity of Wichita, Kansas Americans with Disabilities Act Transition Plan Main Library Address
City of Wichita, Kansas Americans with Disabilities Act Transition Plan Main Library Address July 005 Prepared by DMCG Disability Management Consulting Group L.L.C. 801 Jonquil Place Columbia, MO 650 In
More informationPoint Auditorium Design Narrative PROJECT NAME: Point Auditorium DATE: 06/25/15 TO: Lance Francis FROM: Leslie Ellsworth
INTRODUCTION: Kronberg Wall Architects is pleased to present the Design Narrative for the Point University Auditorium conversion from the existing warehouse space. General Project Description: This project
More informationTable of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities
Division 1 Requirements Design and Construction Quality Campus Master Plans Texas Tech University System Operating and Building Maintenance Project Administration Historically Underutilized Business (HUB)
More informationFacilities Operations Customer Service Standards WORK ORDER PRIORITIES
Facilities Operations Customer Service Standards WORK ORDER PRIORITIES In order to provide fair and consistent maintenance service to all University faculty, staff and students, a work priority system
More informationReport for. Dick and Jane Homeowner. 1234 Lovers Lane, Houston, Texas 77000
Report for Dick and Jane Homeowner 1234 Lovers Lane, Houston, Texas 77000 March 17, 2004 I NI NP R Inspection Item I. STRUCTURAL SYSTEMS o o o A. Foundations (If all crawl space areas are not inspected,
More informationIMPROVEMENT COST ESTIMATE powered by HomeFixers
IMPROVEMENT COST ESTIMATE powered by HomeFixers 123 Main St, Anytown, USA 12345 2000 SF $ 45,041.06 100.0% $22.52 per sq. ft. Stage 1: Pre-Construction $ 1,461.00 3.2% 1 House Secured $ 106.00 0.2% Lockbox
More informationEstimating Database Checklist
Estimating Database Checklist If you are creating a new estimating database for projects, the following list offers a thorough listing of Main and Sub Categories. You can also use it as a checklist to
More informationGeorgia Home Inspection Services
Cover Page Property Inspection Report My street, Anytown GA, 30000 Inspection prepared for: John Doe Inspection Date: 7/18/2011 Time: 5pm Age: 25+ Size: >1500 Weather: Clear This ranch style home is in
More informationSchedule of Maintenance Fees
Schedule of Maintenance Fees Effective July 1, 2015 It is the policy of the Housing Authority of Murray not to charge for NORMAL wear and tear. However, the Housing Authority reserves the right in every
More informationU.S. Department of Housing and Urban Development Office of Public and Indian Housing. A Good Place to Live!
U.S. Department of Housing and Urban Development Office of Public and Indian Housing A Good Place to Live! Introduction Having a good place to live is important. Through your Public Housing Agency (or
More informationHOUSTON ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1962 BUILDING AREA 59,900 SF CURRENT PROGRAM CAPACITY 507 ENROLLMENT 2008 291 WARD 7 PROPOSED PROGRAM CAPACITY 325 Site Plan HOUSTON - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationRRIO Checklist. Use of checklist: Definitions: Limitations
CITY OF SEATTLE RENTAL REGISTRATION AND INSPECTION ORDINANCE (RRIO) RRIO Checklist Use of checklist: Property owners will use the RRIO Checklist to confirm that their rental housing properties and units
More informationPreventative Maintenance
Preventative Maintenance Safety Committee To have a preventative maintenance plan, you should have a Safety Committee. Designate persons involved with day to day operations and grounds control. Use your
More informationCity of Treasure Island FEMA Cost Breakdown Worksheet For Substantial Improvement / Damage
City of Treasure Island FEMA Cost Breakdown Worksheet For Substantial Improvement / Damage Property Address: Company Name: Contractor Name: Contractor Address: City: State: Zip: License Number: Phone Number
More informationDAVIESS COUNTY SCHOOLS DISTRICT FACILITIES PLAN
DISTRICT "SHELL" SUBMISSION DATE: 11/13/12 questions 11/26/12 (delete following Hearing) KDE "SHELL" RESUBMISSION DATE: 11/19/12 revised 11/26/12 (delete following Hearing) KBE APPROVAL DATE: FEBRUARY
More informationSECTION 00335 EXISTING HAZARDOUS MATERIALS CONDITIONS
PART 1 GENERAL 1.01 SUMMARY SECTION 00335 EXISTING HAZARDOUS MATERIALS CONDITIONS A. This section provides a list of known and assumed hazardous materials that may be impacted during renovation, demolition,
More informationStructural Assessment Report
Report Dallas Township Elementary School Dallas, Pennsylvania (JBCI Project No. 144911) 1655 Suburban Station Building 1617 John F. Kennedy Boulevard Philadelphia PA 19103 215 665 0497 5 Sandwood Drive
More informationA Self-Audit of Your Current Campus Security Systems
A Self-Audit of Your Current Campus Security Systems Security Solutions for Education, Business & Public Safety Free Consultations on ID Card Systems, Access Control, Call Recording, Video Surveillance,
More informationADDENDUM # 1 To: 1112-909-62-3698 RFP for: Various Construction Maintenance & Repair Services
818 S. FLORES ST. SAN ANTONIO, TEXAS 78204 www.saha.org Procurement Department ADDENDUM # 1 To: 1112-909-62-3698 RFP for: Various Construction Maintenance & Repair Services Remove and replace in their
More informationWASHROOM UPGRADE SIR CHARLES TUPPER BUILDING 2250 RIVERSIDE DRIVE, OTTAWA, ON SIR CHARLES TUPPER BUILDING A0.0 COVER SHEET / DRAWING LIST
0 RIVERSIDE DRIVE, OTTAWA, ON A0.0 COVER SHEET / DRAWING LIST A0. LEGEND AND GENERAL NOTES A0. GENERAL NOTES A0. GENERAL NOTES A0. TYPICAL WASHROOM WALL/SINK SECTION A0. DETAIL - CONTROL JOINT A0. DETAIL
More informationIrvinton Village Apartments 2901 Fulton Houston, Texas 77009 Houston Housing Authority J. Allen Management Managing Agent
Irvinton Village Apartments 2901 Fulton Houston, Texas 77009 Houston Housing Authority J. Allen Management Managing Agent Scope for Irvinton Village Unit #512 Overall Scope: Demolition, Renovation, and
More informationBUILDING DEPARTMENT 8748 W. 82 nd Place - Justice, IL 60458 Phone: (708) 458-2130 Fax: (708) 458-3207
BUILDING DEPARTMENT 8748 W. 82 nd Place - Justice, IL 60458 Phone: (708) 458-2130 Fax: (708) 458-3207 SELF EVALUATION CHECKLIST FOR RESIDENTIAL AND MULTI-FAMILY DWELLING INSPECTIONS The attached checklist
More informationNew Home Walk-Through Package
New Home Walk-Through Package Carrying out a Successful Walk-through Before Closing John MacDonald Architect inc. The Courtyard @ Bonnie Stuart, 141 Whitney Place Suite 101, Kitchener, ON. N2G 2X8 New
More informationOpen House and Home Tour Checklist
1 The House Address: Number of floors: Listing price: Basement? Property tax: Outdoor space? Eugh closet space? Style: Eugh storage space? Square footage: Room for expansion? Number of bedrooms: What appliances
More informationPROPERTY INSPECTION OR ASSESSMENT OF DAMAGES
PROPERTY INSPECTION OR ASSESSMENT OF DAMAGES ADDRESS: Somewhere, FL CLIENT: GAIA GC ID No: 2015000 DATE: 12/31/2015 INSPECTION OR ASSESSMENT BY: GAIA CONSTRUCTION INC. CGC 1516136 FLORIDA HI-2792 FLORIDA
More informationBuilding Description Project Description Estimated Cost Notes Total Deferred
Building Description Project Description Estimated Cost Notes Total Deferred Athletic Fields & Grounds Baseball dugouts 125,000 Surface level/inground? Relamp Baseball field 16,000 Relamp Softball field
More informationLIMITED ONE-YEAR WARRANTY SELLER S RESPONSIBILITY
LIMITED ONE-YEAR WARRANTY SELLER S RESPONSIBILITY Except as covered by a manufacturers limited warranty, the Seller hereby provides a Limited Warranty for the dwelling against defects in the original material
More informationHamilton-Wentworth Catholic District School Board Event Listing By Ascending Event Year
Hamilton-Wentworth Catholic District School Board Event Listing By Ascending Event Year Printed On: 2003/04/03 St Patrick CES, 7932 Study [03.3-050 Plumbing Piping Systems] Study condition, remaining service
More informationSimpson Engineering A state licensed engineering firm F-1607
Simpson Engineering A state licensed engineering firm F-1607 4126 Allencrest 13901 Midway Lane, Dallas, Road, Texas Ste.102-136 75244 Telephone: 214-351-1637 Dallas, - Fax: TX 214-351-1639 75244-4388 Telephone:
More informationELIGIBLE REPAIR PROJECT PARAMETERS
THE DISTRICT MUNICIPALITY OF MUSKOKA ONTARIO RENOVATES PROGRAM FOR HOMEOWNERS ELIGIBLE REPAIR PROJECT PARAMETERS 1. To have your project considered and payment processed, all projects requiring a Building
More informationPROPERTY INSPECTION REPORT
(850) 297-1998 1716 Monticello Dr Tallahassee, Florida 32303 PROPERTY INSPECTION REPORT THIS INSPECTION IS A DETAILED LISTING OF AREAS VISUALLY INSPECTED AT:, Tallahassee FL Client Tallahassee, FL 32304
More informationHEDDERMAN ENGINEERING, INC. 3011 Carrie Cove Ct., Spring, TX 77386 281-355-9911, fax 281-355-9903 Tim@heddermanengineering.com
HEDDERMAN ENGINEERING, INC. 3011 Carrie Cove Ct., Spring, TX 77386 281-355-9911, fax 281-355-9903 Tim@heddermanengineering.com 2007 TO: Mr. REF: CONDITION OF PROPERTY SURVEY Dear Mr. : At your request,
More information159 Morningside Avenue, Toronto
159 Morningside Avenue, Toronto Inspection Report February 6, 2013 159 Morningside Avenue, Toronto Inspection Report Overall Condition: This 60±-year-old home was extensively renovated and extended in
More informationArizona Health Care Association DISASTER PLANNING AND EMERGENCY MANAGEMENT GUIDE POST INCIDENT DAMAGE ASSESSMENT CHECKLIST
It is essential to perform a Basic Damage Assessment (BDA) following an adverse event to help ensure the safety of building occupants as well as prevent additional losses from occurring. This checklist
More informationReplacement Costs and Cleaning & Service Charges for Northwood
Replacement Costs and Cleaning & Service Charges for Northwood General Notes 1. The student will be assessed the full replacement cost of furnishings, unless the ACR indicates that the item was in poor
More informationVari Inspection Services
Cover Page Vari Inspection Services Property Inspection Report Inspection prepared for: Sample Real Estate Agent: None - Date of Inspection: 5/13/2015 Inspector: Tony Vari License # HI8047 23110 STRD 54
More informationHow To Check If A Building Is Safe For A Disabled Person
GENERAL SAFETY-FIRE-SECURITY SURVEY CHECKLIST CAMPUS INSPECTION DATE BUILDING NAME INSPECTOR: ASSISTED BY: OUTSIDE/INSIDE BUILDING 1. ADA (Americans with Disabilities Act) Entry/Exit (If area is designed
More informationCALLOWAY COUNTY SCHOOLS DISTRICT FACILITIES PLAN
DISTRICT "SHELL" SUBMISSION DATE: 4/17/13 (delete following Hearing) KDE "SHELL" RESUBMISSION DATE: 4/19/13 (delete following Hearing) KBE APPROVAL DATE: JUNE 2013 CALLOWAY COUNTY SCHOOLS DISTRICT FACILITIES
More informationBUILDING ASSESSMENT QUESTIONNAIRE. B. TENANTS Is there more than one tenant in the building? YES
Department of Health and Human Services, Division of Public Health Occupational and Environmental Epidemiology Branch 1912 Mail Service Center, Raleigh, North Carolina 27699-1912 BUILDING ASSESSMENT QUESTIONNAIRE
More informationPARKVILLE HIGH SCHOOL LIMITED RENOVATION
PARKVILLE HIGH SCHOOL LIMITED RENOVATION DESIGN BRIEFING For Dr. Joe A. Hairston BALTIMORE COUNTY PUBLIC SCHOOLS August 11, 2009 Smolen 3 Emr + Associates Architects 1355 Piccard Drive, Suite 200 Rockville,
More informationSlavic Village Building Condition Review
Slavic Village Building Condition Review Slavic Village Development May 8, 2015 Page 1 EXECUTIVE SUMMARY City Architecture was commissioned by Slavic Village Development to review five existing facilities
More informationAmerican Academy of Physical Medicine and Rehabilitation Site Survey Report
American Academy of Physical Medicine and Rehabilitation Site Survey Report Introduction and Background In early 2013, the Contract Meeting Manager for the American Academy of Physical Medicine and Rehabilitation
More information