BOWIE LEARNING CENTER
|
|
- Myles Wilson
- 6 years ago
- Views:
Transcription
1 BOWIE LEARNING CENTER
2
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
12
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
34
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
DISTRICT SERVICES BUILDING
DISTRICT SERVICES BUILDING BUILDING DATA DISTRICT SERVICES BUILDING 1100 Longhorn Dr., Weatherford, TX 76086 Year Built 1993 No. of Buildings 1 No. of Portables 0 Approx. Total Square Footage Grades Served
More informationSTEPHEN F. AUSTIN ELEMENTARY SCHOOL
STEPHEN F. AUSTIN ELEMENTARY SCHOOL BUS LANE CAMPUS DATA BUS LANE PORTABLES STEPHEN F. AUSTIN ELEMENTARY SCHOOL 1776 Texas Dr., Weatherford, TX 76086 Year Built 1988 No. of Buildings 1 No. of Portables
More informationBILL W. WRIGHT ELEMENTARY SCHOOL
BILL W. WRIGHT ELEMENTARY SCHOOL PORTABLES Bill W. Wright Elementary School CAMPUS DATA BILL W. WRIGHT ELEMENTARY SCHOOL 1309 W. Charles St., Weatherford, TX 76086 Year Built 1979 No. of Buildings 1 No.
More informationWHS NINTH GRADE CENTER
WHS NINTH GRADE CENTER CAMPUS DATA WHS NINTH GRADE CENTER 1007 S. Main St., Weatherford, TX 76086 Year Built 1957 No. of Buildings 7 No. of Portables 2 Approx. Total Square Footage 298,458 Grades Served
More informationTimberglen Recreation Center Summary
Timberglen Recreation Center Summary Address Building Purpose 3810 Timberglen Road Dallas, TX 75287 Recreation Center Original Year of Construction 2003 Building Area 15,000 SF Inspection Date August 2,
More informationFacility Assessment Report, Montgomery Independent School District
NATATORIUM CAMPUS DATA NATATORIUM 22628 Hwy 105 West, Montgomery TX 77356 Year Built 2009 Approx. Total Square Footage Grades Served 30,420 n/a Current Enrollment n/a Building Levels 1 1 MASTER PLAN 2
More informationCARL E. SCHLUTER ELEMENTARY SCHOOL
CARL E. SCHLUTER ELEMENTARY SCHOOL Carl E. Schluter Elementary School Campus Data CARL E. SCHLUTER ELEMENTARY SCHOOL 1220 Mesa Crest Drive, Haslet, Texas 76052 Year Built 2011 Approx. Total Square Footage
More informationExisting Site Aerial Frederick High School Feasibility Study September 5, 2012
Existing Site Aerial Building Developmental History 1981 1966 1939 1977 1978 1955 1966 Exterior Roof: Most of existing roof has multi ply built up roofing. Some areas have gravel ballast, others have cap
More informationThurgood Marshall Recreation Center Summary
Thurgood Marshall Recreation Center Summary Address Building Purpose 5150 Mark Trail Way Dallas, TX 75232 Recreation Center Original Year of Construction 1970 Building Area 21,300 SF Inspection Date August
More informationLake Highlands North Recreation Center Summary
Lake Highlands North Recreation Center Summary Address Building Purpose 9940 White Rock Trail Dallas, TX 75238 Recreation Center Original Year of Construction 1971 Building Area 33,036 SF Inspection Date
More informationToronto Community Housing Executive Summary 2016/2017. BCA Report. Sample House High FCI
BCA Report Porfolio Development Size Construction TCHC - All Op Units Scattered Units (CHU 20),005 Sq.Ft. 925 Floor Above Grade 2 Divisional Units Page of 43 Description This dwelling unit is a detached
More informationStructural Conditions Assessment of Current Lapeer District Schools Administration Building 250 Second Street, Lapeer, Michigan
November 2, 2015 Melissa A. Malcolm Library Director Lapeer District Library 201 Village West Dr S Lapeer, MI 48446 RE: Structural Conditions Assessment of Current Lapeer District Schools Administration
More informationLOGAN SCHOOL SCHOOL WITHOUT WALLS AT LOGAN
INITIAL YEAR BUILT 1935 BUILDING AREA 47,200 SF CURRENT PROGRAM CAPACITY 479 ENROLLMENT 2008 418 WARD 6 PROPOSED PROGRAM CAPACITY 450 Site Plan LOGAN - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION HS
More informationSite Bldg Fiscal Yr System Sub-System. Verde Valley Site site 2014/15 Parking Paving. Verde Valley Site site 2014/15 Sidewalks
Site Bldg Fiscal Yr System Sub-System Site site 2014/15 Parking Paving Site site 2014/15 Sidewalks Skill Center L 2015/16 Architectural Partitions Site Site 2015/16 Parking Striping Arc Center M 2014/15
More informationHarry Stone Recreation Center Summary
Harry Stone Recreation Center Summary Address Building Purpose 2400 Millmar Drive Dallas, TX 75228 Recreation Center Original Year of Construction 1957 (Expansion 2013) Building Area 22,281 SF Inspection
More informationDr. Edward Livingston Trudeau Building. 118 Main Street, Saranac Lake, NY. Building Systems Report. June 24, 2018
G2 Gordon + Gordon Architecture. LLC Dr. Edward Livingston Trudeau Building 118 Main Street, Saranac Lake, NY Building Systems Report June 24, 2018 Harry Gordon, FAIA 164 Otter Slide Road Saranac Lake
More informationGODLEY INTERMEDIATE SCHOOL
GODLEY INTERMEDIATE SCHOOL Facility Profiles Campus Data GODLEY INTERMEDIATE SCHOOL 309 North Pearson, Godley TX, 760 1938, 1965, 1997, 2001, 2009 Year Built Approx. Total Square Footage 91,92 sf Grades
More informationMills Elementary School Site Summary
1 Mills Elementary School Site Summary Address 6201 Davis Lane Austin, TX 78749 Number of Permanent Campus Facilities 1 Original Year of Construction 1998 Total Campus Building Area (combined) 81,368 SF
More informationProperty Condition Assessment
Property Condition Assessment Pewaukee, WI 53072 Inspection Date: 1/6/15 Prepared For: Report Number: Prepared By: Shamrock Building Inspection Consultants LLC N29 W29951 Shel-Mar Dr. Pewaukee, WI 53072
More informationK.B. Polk Recreation Center Summary
K.B. Polk Recreation Center Summary Address Building Purpose 6801 Roper Street Dallas, TX 75209 Recreation Center Original Year of Construction 1988 Building Area 14,305 SF Inspection Date July 20, 2016
More informationMADELEY RANCH ELEMENTARY SCHOOL
MADELEY RANCH ELEMENTARY SCHOOL CAMPUS DATA MADELEY RANCH ELEMENTARY SCHOOL 3500 Madeley Ranch Road, Montgomery TX 77356 Year Built 2009 Approx. Total Square Footage Grades Served 94,750 Pre-K - 4 th
More informationFacility Assessment Report, Montgomery Independent School District
ATHLETIC FACILITY CAMPUS DATA ATHLETIC FACILITY 22628 Hwy 105 West, Montgomery TX 77356 1 MASTER PLAN 2 CIVIL - SITE General Existing Conditions and Deficiencies Overall concrete site paving: Good Overall
More informationFACILITY COMPONENTS - MIDDLE SCHOOL
SITE AREAS Parking and Access - Buses 2.0 2.0 0.30 Parking and Access - Serv. / Delivery 3.0 1.0 0.22 Parking and Access - Staff 4.0 3.0 0.89 Parking and Access - Visitors 1.0 3.0 0.22 Four fewer stalls
More informationSPACE TYPE: OUTSIDE PARKING (STRUCTURE)
SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.
More informationDRAFT. Carruth Administration Center Site Summary. Address West 6 th Street Austin, TX Number of Permanent Campus Facilities 6
1 Site Summary Address 1111 West 6 th Street Austin, TX 78703 Number of Permanent Campus Facilities 6 Original Year of Construction 1985 Total Campus Building Area (combined) 134,403 SF Introduction The
More informationBIRMINGHAM CITY SCHOOLS (BCS) OPERATIONAL CENTER COMPLEX: BID PACKAGE D
HOSKINS ARCHITECTURE, LLC 1827 1 ST AVENUE NORTH, SUITE 104 BIRMINGHAM, ALABAMA 35203 205.321.4122 ADDENDUM NO. 3 PROJECT: BIRMINGHAM CITY SCHOOLS (BCS) OPERATIONAL CENTER COMPLEX: BID PACKAGE D HOSKINS
More informationMichael Teller, CBI Consulting Inc. Gymnasium & Auditorium Restoration at South Middle School
A D D E N D U M # 1 DATE: TO: FROM: PROJECT: All Bidders Michael Teller, CBI Consulting Inc. Gymnasium & Auditorium Restoration at South Middle School CBI JOB NO.: 11063 The following items shall modify
More informationArts Center- Building needs
Arts Center- Building needs Built in 1928 Last renovated in 1986 Priority 1- fascia repair Loose, rotting and missing fascia needs to be replaced to prevent water intrusion. There are seven different pieces
More informationFACILITY COMPONENTS - ELEMENTARY SCHOOL
SITE AREAS Parking and Access - Buses 1.0 2.0 0.16 Five fewer bus stalls than minimum standard. Parking and Access - Service / Delivery 1.0 1.0 0.08 No delivery parking adjacent to delivery entrance. Parking
More informationRAYMOND EDUCATION CAMPUS
INITIAL YEAR BUILT 1924 BUILDING AREA 73,600 SF CURRENT PROGRAM CAPACITY 479 ENROLLMENT 2008 302 WARD 1 PROPOSED PROGRAM CAPACITY 600 Site Plan RAYMOND - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationPOWELL ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1925 BUILDING AREA 38,500 SF CURRENT PROGRAM CAPACITY 304 ENROLLMENT 2008 319 WARD 4 PROPOSED PROGRAM CAPACITY 325 Site Plan POWELL - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-3
More informationChenango Valley Central School District Potential Capital Project BCK-IBI Group Project No October 23, 2017
Chenango Bridge Elementary School Phase 1 Asphalt Pavement Reconstruction Reconstruct asphalt parking located on west side of building including access drive. Sidewalk Replacement Replace cracked sections
More information1.0 Total Points % 2.1 Building Exterior Elements % 2.2 Accessibility % 2.3 Structural %
8/11/ Building Rating System Percent Site: 1.0 Total 0 163 82% Building: 2.1 Building Exterior Elements 0 82 82% 2.2 Accessibility 0 92 92% 2.3 Structural 0 91 91% 2.4 Building Envelope 0 84 84% 2. Interior
More informationDAVIS ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1943 BUILDING AREA 71,100 SF CURRENT PROGRAM CAPACITY 507 ENROLLMENT 2008 227 WARD 7 PROPOSED PROGRAM CAPACITY 325 Site Plan DAVIS - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-
More information2 Main School Building BLDG-124A Building Purpose Building Area Administrative, Classrooms, Cafeteria and Gymnasium 61,905 SF Inspection Date June 28-
1 Metz Elementary School Site Summary Address 84 Robert Martinez Jr. Austin, TX 78702 Number of Permanent Campus Facilities 1 Original Year of Construction 1993 Total Campus Building Area (combined) 61,905
More informationNALLE ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1950 BUILDING AREA 83,900 SF CURRENT PROGRAM CAPACITY 460 ENROLLMENT 2008 372 WARD 7 PROPOSED PROGRAM CAPACITY 400 Site Plan NALLE - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5
More informationBeckley-Saner Recreation Center Summary
Beckley-Saner Recreation Center Summary Address Building Purpose 114 West Hobson Avenue, Dallas, TX 75224 Recreation Center Original Year of Construction 1949 Building Area 34,510 SF Inspection Date July
More informationHERMIT S REST GRAND CANYON NATIONAL PARK BUILDING CODE REVIEW
HERMIT S REST GRAND CANYON NATIONAL PARK BUILDING CODE REVIEW 27 September 2007 prepared by: J. CHRIS EVANS ARCHITECT 3220 E. Terra Alta Blvd. No. 9 Tucson, Arizona 85716 520.319.8835 evansarch@hotmail.com
More informationEvansville Public Schools. Facility Assessment Report January 28, 2 , General Building Data
Evansville Public Schools Facility Assessment Report January 28, 2, 2013 SGN/Wendel Architects, Design Tree Engineering and R.A. Morton Construction Managers were retained by the Evansville Public School
More informationStructural Condition Assessment
108 6 th Street, Garland, Texas Engineering Report Date: September 29, 2016 RLG No. : 16729 Prepared for: Mr. Jeff D. Bulls III AIA 3030 LBJ Freeway, Suite 1220 Dallas, TX 75234 PM: Harold F. Phillips
More informationADDENDUM 2 - JULY 14, 2015
7/9/2015 The Professional(s) of Record above has signed for the following specification sections: DIVISION 1 GENERAL REQUIREMENTS Section 01 10 00 Summary of Work Section 01 25 00 Substitution Procedures
More informationFACILITY COMPONENTS - ELEMENTARY SCHOOL
SITE AREAS Parking and Access - Buses 1.0 2.0 0.16 Two stalls fewer than minimum standard. Parking and Access - Service / Delivery 2.0 1.0 0.16 Parking and Access - Staff 1.0 3.0 0.24 Thirty-seven stalls
More informationBuilding Inspection Report
Building Inspection Report Sample Commercial Inspection Report Inspection Date: Prepared For: Prepared By: Professional Property Inspection Consultants 4857 Winterset Drive Columbus, OH 43220 (614) 459-5941
More informationCOLUMN SPACING TRUCK ACCESS/DOORS EAVE HEIGHT UTILITIES PARKING & DRIVES
LOCATION & ACCESS Akron Business Centre I and II 4.2 acre site at Opportunity Parkway (Wooster Avenue) & Pier Drive Located in Downtown Akron Adjacent to Innerbelt Expressway (Route 59) and just north
More information1.0 Total Points % 2.1 Building Exterior Elements % 2.2 Accessibility % 2.3 Structural %
BartelsRode Gymnasium 8/11/ Building Rating System Percent Site: 1.0 Total 0 13 77% Building: 2.1 Building Exterior Elements 0 8 8% 2.2 Accessibility 0 74 74% 2.3 Structural 0 76 76% 2.4 Building Envelope
More informationSPRINKLER SYSTEM Wet / Ordinary hazard
LOCATION & ACCESS Akron Business Centre I and II 4.2 acre site at Opportunity Parkway (Wooster Avenue) & Pier Drive Located in Downtown Akron Adjacent to Innerbelt Expressway (Route 59) and just north
More informationNew Raised Courtyard Terrace Pavers and Retaining Walls. Line of Steps Above. New Wood Framed Stair
Building Program Wall Construction to Remain Religious Education New Wall Construction New Furring on Wall Construction, See Partition Types, Community Room New Galvanized Steel Window Well Patch Wall
More informationNYC Department of Education
Architectural Inspection Building Assessment Survey 2017-2018 Asset: P.S. 54 MINISCHOOL - QUEENS, 86-02 127TH STREET, New York, 11418 Inspection Id Inspection Type Time In Last Edited SA : Architectural
More informationDarlington Area Schools - Building Evaluations
Darlington County School District Darlington, South Carolina August 2, 2012 Darlington Area Schools - Building Evaluations School Name: Cain Elementary School Observed By: Creed/Carter Principal: Grade
More informationNYC Department of Education
Architectural Inspection Building Assessment Survey 2017-2018 Asset: P.S. 290 - MANHATTAN, 311 EAST 82 STREET, New York, 10028 Inspection Id Inspection Type Time In Last Edited SA : Architectural - Senior
More informationHartsville Area Schools - Building Evaluations
Darlington County School District Darlington, South Carolina August 8, 2012 Hartsville Area Schools - Building Evaluations School Name: Southside Early Childhood Observed By: Cannon/Carter Principal: Grade
More informationALL DIMENSIONS FROM FINISHED FACE OF PARTITION TO FINISHED FACE OF PARTITION UNLESS OTHERWISE NOTED.
ALL DIMENSIONS FROM FINISHED FACE OF PARTITION TO FINISHED FACE OF PARTITION UNLESS OTHERWISE NOTED. PARTITION CONSTRUCTION TO BE 3 5/8 METAL STUDS 24 ON CENTER WITH 5/8 TYPE X GYPSUM BOARDS BOTH SIDES.
More informationNYC Department of Education
Building Assessment Survey 2017-2018 Asset: HS FOR MATH, SCI & ENGINEERING-M, 240 CONVENT AVENUE, New York, 10031 Inspection Id Inspection Type Time In Last Edited SA : Architectural - Senior 2017-12-20
More informationAdministration Building Needs Assessment
Town Hall Meeting with the Habersham County Board of Commissioners Administration Building Needs Assessment JUNE 13, 2016 Detailed Evaluation Performed in 2015 Engineering Evaluation Site/Civil Architectural
More informationHILLSIDE ELEMENTARY SCHOOL. Overview: Livingston School District Hillside Elementary School
HILLSIDE ELEMENTARY SCHOOL Overview: The is located at 98 Belmont Drive and consists of a two-story building which has had a number of additions added to it over the years, the latest of which was a two-story
More informationHERITAGE MIDDLE SCHOOL. Overview: Livingston School District Heritage Middle School
HERITAGE MIDDLE SCHOOL Overview: The is located at 20 Foxcroft Drive and consists of a three-story building with Three-Story Classroom and Multi-Purpose Room Additions completed in 2002. The building has
More informationJAMES M. STEELE ACCELERATED HIGH SCHOOL
JAMES M. STEELE ACCELERATED HIGH SCHOOL Campus Data JAMES M. STEELE ACCELERATED HIGH SCHOOL 606 N. Walnut, Roanoke, Texas 76262 Year Built 1992, 2010 Approx. Total Square Footage 55,418 Grades Served
More informationSAMUEL BECK ELEMENTARY SCHOOL
SAMUEL BECK ELEMENTARY SCHOOL Campus Data SAMUEL BECK ELEMENTARY SCHOOL 401 Parkview Drive, Trophy Club, Texas 76262 Year Built 1998, 2012, 2014 Approx. Total Square Footage 87,032 Grades Served K-5 Nominal
More informationSubject: Amphitheater School District Reroofing Projects Amphi High School, Building 900 Roof Evaluation SCI Project Number:
27 June 2016 Mr. Shane Chism, AIA Breckenridge Group 4625 E. Fort Lowell Road Tucson, Arizona 85712 Subject: Amphitheater School District Reroofing Projects Amphi High School, Building 900 Roof Evaluation
More informationCollins Middle School
Contents Collins Middle School...2 General comments, campus capacity, and student demographics:...2 1.0 School Site...4 2.0 Building Systems and Components...5 3.0 Building Safety and Security...19 4.0
More informationSUMMARY 1234 Main St.Loudon TN Buyer Name 08/28/2018 9:00AM
SUMMARY 1234 Main St.Loudon TN 37774 Buyer Name 08/28/2018 9:00AM Dusty Jameson TN Home Inspector License #00123, TN WDI License #104158 Inspector Cluseau's Home Inspection Service 865-691-6158 dustyjameson@gmail.com
More informationCheldelin Middle School
Facility Information Address: 987 NE Conifer Blvd Corvallis Site Size: Building Area: Construction Date: Improved Parking: Grade Levels Served: Regular Classrooms: Portable Classrooms: Sept. 2007 Enrollment:
More informationKEYSTONE PACIFIC PROPERTY MANAGEMENT, INC. Monarch Hills Condominium Association Dana Point, CA. Annual Maintenance Review.
KEYSTONE PACIFIC PROPERTY MANAGEMENT, INC. Monarch Hills Condominium Association Dana Point, CA January 19, 2016 LJP Project # 15-3149 TABLE OF CONTENTS 1. Assignment... 3 2. Summary of Existing Conditions...
More informationCharles H Wacker Elementary School
Facility Assessment Summary This report summarizes the findings of a facility assessment completed on the date noted in the document footer below. Assessors rate each facility feature and system by visual
More informationDarlington Area Schools - Building Evaluations
Darlington County School District Darlington, South Carolina August 2, 2012 Darlington Area Schools - Building Evaluations School Name: Brunson-Dargan Observed By: Creed/Carter Principal: Mrs. Ada O Sindab
More informationMinneapolis Community and Technical College T-Building Floor 2 Student Affairs Cost Estimating Form Templates - Exhibit C
2 3 4 5 6 7 8 9 0 2 3 4 5 6 7 8 9 20 2 22 23 24 25 26 27 28 29 30 3 32 33 34 35 36 37 38 39 40 4 42 43 44 45 46 DIVISION 02 EXISTING CONDITIONS Demolition; Removal & Disposal: CMU Partitions AD Quan UM
More informationDarlington Area Schools - Building Evaluations
Darlington County School District Darlington, South Carolina August 2, 2012 Darlington Area Schools - Building Evaluations School Name: Pate Elementary School Observed By: Creed/Carter Principal: Grade
More informationJ. C. THOMPSON ELEMENTARY SCHOOL
J. C. THOMPSON ELEMENTARY SCHOOL J. C. Thompson Elementary School Campus Data J. C. THOMPSON ELEMENTARY SCHOOL 440 Wishbone Lane, Haslet, Texas 76052 Year Built 2011 Approx. Total Square Footage Grades
More information109 S. MARKET CURTIS ARCHITECTURE & DESIGN PC SITE MAP EXISTING PHOTOGRAPH PROPOSED RENDERING
HISTORIC PHOTOGRAPH EXISTING PERSPECTIVE PROPOSED PERSPECTIVE TUCKPOINT ENTIRE BUILDING FACADE WITH MORTAR MATCHING ORIGINAL, REMOVE ALL FASTENERS, BRACKETS & MISC. METAL. REPAIR STAINED GLASS ABOVE EACH
More informationFacilities Feasibility Study Frederick Douglass HS Condition Assessment
Summary of Findings The Frederick Douglass HS Facility located at 2301 Gwynns Falls Parkway in Baltimore, Maryland, was built in 1927. It comprises 194,249 gross square feet. The total current deficiencies
More informationflexible spaces all the right places... fogg.com Resource Business Centre I, II, III & IV 5399 Lancaster Dr. & Resource Dr.
flexible spaces all the right places......resource Business Centre I, II, III & IV 5399 Lancaster Dr. & 800-900 Resource Dr. Flexible Spaces in All the Right Places is what Fogg had in mind when designing
More informationLASALLE - BACKUS EDUCATION CAMPUS
INITIAL YEAR BUILT 1957 BUILDING AREA 63,000 SF CURRENT PROGRAM CAPACITY 406 ENROLLMENT 2008 349 WARD 4 PROPOSED PROGRAM CAPACITY 425 Site Plan LASALLE - BACKUS - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationAppendix J - Custom Uniformat for EDU Migration
Appendix J - Custom Uniformat for EDU Migration Nr. MTC Uniformat for VFA.facility Life (Years) Weight (1-100) Out of Scope Cost Y/N 1 A Substructure 150 N 2 A10 Foundations 150 N 3 A1010 Standard Foundations
More informationBarrington Elementary School Site Summary
1 Barrington Elementary School Site Summary Address 400 Cooper Drive Austin, TX 78753 Number of Permanent Campus Facilities 3 Original Year of Construction 1969 Total Campus Building Area (combined) 79,689
More informationAlabama Home Inspections
Cover Page Property Inspection Report 1000 Sample Dr., Sampletown USA Inspection prepared for: Report Sample Inspection Date: 1/21/2010 Time: 400pm Size: Approx. 2,200sf Weather: Cloudy 62 Inspector: Bobby
More informationCUYAHOGA COUNTY PUBLIC LIBRARY EXISTING FACILITY ASSESSMENT December Beachwood Branch Shaker Blvd., Beachwood, Ohio
CUYAHOGA COUNTY PUBLIC LIBRARY EXISTING FACILITY ASSESSMENT December 2009 Beachwood Branch 25501 Shaker Blvd., Beachwood, Ohio 44122 Location Entry Site View from Shaker Blvd. BCH Beachwood Address: 25501
More informationBUILDING CONDITION: INTERIOR
Typical interior finishes at the Main Building consist of VCT flooring, plaster walls, and lay in ceilings at classrooms and instructional spaces Corridors have terrazzo flooring and partial height glazed
More informationBuilding Excellence IV Capital Levy Projects Under Construction
Building Excellence IV Capital Levy Projects Under Construction Project Slide Number Arbor Heights Elementary School 2 Cascadia Elementary School & Robert Eagle Staff Middle School 14 Genesee Hill Elementary
More informationStephen Decatur Classical Elementary School 7030 N Sacramento Ave Chicago, IL 60645
030 Sacramento Ave Chicago, IL 04 Facility Assessment Report This report contains a summary of the results from the facility assessment completed on the date noted in the document footer below. This report
More informationReilly Elementary School Site Summary
1 Reilly Elementary School Site Summary Address 405 Denson Drive Austin, TX 78752 Number of Permanent Campus Facilities 1 Original Year of Construction 1954 Total Campus Building Area (combined) 41,622
More informationDRAFT. Govalle Elementary School Site Summary Valley Hill Circle Austin, TX Number of Permanent Campus Facilities 2
1 Govalle Elementary School Site Summary Address 3601 Valley Hill Circle Austin, TX 78741 Number of Permanent Campus Facilities 2 Original Year of Construction Total Campus Building Area (combined) 1930-1931
More informationWILKINSON ELEMENTARY SCHOOL
INITIAL YEAR BUILT 1976 BUILDING AREA 144,900 SF CURRENT PROGRAM CAPACITY 508 ENROLLMENT 2008 451 WARD 8 PROPOSED PROGRAM CAPACITY 600 Site Plan WILKINSON - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION
More informationAmos Alonzo Stagg Elementary School 7424 S Morgan St Chicago, IL 60621
2 S Morgan St Chicago, IL 21 Facility Assessment Report This report contains a summary of the results from the facility assessment completed on the date noted in the document footer below. This report
More informationSTRUCTURAL ASSESSMENT OBSERVATION REPORT
Consulting Engineers THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road (330) 659-6688 phone Richfield, Ohio 44286 (330) 659-6675 fax www.thorsonbaker.com STRUCTURAL ASSESSMENT OBSERVATION REPORT
More informationPlan Check No. Checked by: An Appointment Is Required for Verification
SUPPLEMENTAL CORRECTION SHEET UNREINFORCED MASONRY (URM) RETROFIT ( 2002 LABC ) Plan Check No. Checked by: Permit Appl. # An Appointment Is Required for Verification Job Address: For appt. call: APPLICATION
More informationINTERNATIONAL BUILDING CODE
INTERNATIONAL BUILDING CODE MODEL BUILDING CONDITIONS ASSESSMENT The Reid and Hughes building is a four-story, four-bay, brick building, constructed in 1869 with a later addition known as the Williams
More informationflexible spaces all the right places... fogg.com
flexible spaces all the right places......jennings Freeway Business Centre I-VIII 4621, 4601, 4660, 4640, 4620, 4600, 4562, & 4550 Hinckley Industrial Parkway, Cleveland, Ohio Flexible Spaces in All the
More informationHartsville Area Schools - Building Evaluations
Darlington County School District Darlington, South Carolina August 8, 2012 Hartsville Area Schools - Building Evaluations School Name: West Hartsville Elementary Observed By: Cannon/Carter Principal:
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 informationCHANCELLORS RESIDENCE ANNUAL INSPECTION REPORT BY BOT GOVERNANCE COMMITTEE MEMBERS A. ITEMS FROM PREVIOUS SITE INSPECTIONS-INCOMPLETE OR ON HOLD
TAB D-2b CHANCELLORS RESIDENCE ANNUAL INSPECTION REPORT BY BOT GOVERNANCE COMMITTEE MEMBERS August 5, 2015 Items added to Inspection performed by Facilities Management Team of July 16, 2015 The care of
More informationNYC Department of Education
Building Assessment Survey 2017-2018 Asset: SAINT FRANCIS COLLEGE - BROOKLYN, 180 REMSEN STREET, New York, 11201 Inspection Id Inspection Type Time In Last Edited SA : Architectural - Senior 2018-02-05
More informationNYC Department of Education
Asset: Building Assessment Survey 2017-2018 PRE-K CENTER @ 132-10 JAMAICA AVENUE - QUEENS, 132-10 JAMAICA AVENUE, New York, 11418 Inspection Id Inspection Type Time In Last Edited SA : Architectural -
More informationVelma F Thomas Early Childhood Center
Facility Assessment Summary This report summarizes the findings of a facility assessment completed on the date noted in the document footer below. Assessors rate each facility feature and system by visual
More informationAssessment Report Burgess Park Gymnasium. Summary
Assessment Report Burgess Park Gymnasium Summary The existing Burgess Park Gymnasium is an approximately 17,460 gross square feet singlestory structure built of concrete, wood and steel. The building,
More informationThe Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits
The Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits 3. Development and Septic Fees 4. Tarion New Home Warranty
More informationEdmonton Public School District No. 7
EXECUTIVE SUMMARY 1. Overall Impressions The 1966 non-core school has actively pursued an ongoing maintenance and upgrade program to improve a number of past problem areas within the school. Extensive
More informationNew Ringgold Middle School. Project Slideshow August 26, 2017
New Ringgold Middle School Project Slideshow August 26, 2017 Aerial Photo from West Provided by Hudson Group Taken 8.16.2017 Aerial Photo from North Provided by Hudson Group Taken 8.16.2017 Aerial Photo
More informationNYC Department of Education
Architectural Inspection Building Assessment Survey 2017-2018 Asset: P.S. 39 - BROOKLYN, 417 6TH AVENUE, New York, 11215 Inspection Id Inspection Type Time In Last Edited SA : Architectural - Senior 2018-03-12
More informationNYC Department of Education
Building Assessment Survey 2017-2018 Asset: P.S. 65 - BROOKLYN, 158 RICHMOND STREET, New York, 11208 Inspection Id Inspection Type Time In Last Edited Architectural - Senior 2018-05-15 11:22 AM 2018-06-12
More informationBuilding Excellence IV Capital Levy Projects Under Construction
Building Excellence IV Capital Levy Projects Under Construction Project Slide Number Arbor Heights Elementary School 2 Cascadia Elementary School & Robert Eagle Staff Middle School 14 Genesee Hill Elementary
More information