Field Report Summary
Project Name:
Select
Carolina Poly
GITI Tire
Rock Hill High School-Phase I Renovations
B.D. Lee Elementary School
SCC-Cherokee Campus CATE
Lead Charter School
Carolina Poly GITI Tire Rock Hill High School-Phase I Renovations B.D. Lee Elementary School SCC-Cherokee Campus CATE Lead Charter School
Client Name:
Select
Chester County
Lee County
Town of Blythewood
Union County
S&ME
City of Spartanburg
Town of Mauldin
Rock Hill School District
N/A
SC DMH
Chester County Lee County Town of Blythewood Union County S&ME City of Spartanburg Town of Mauldin Rock Hill School District N/A SC DMH
FRS No.:
Performed on:
Date
Project Name:
Select
Carolina Poly
GITI Tire
Rock Hill High School-Phase I Renovations
B.D. Lee Elementary School
SCC-Cherokee Campus CATE
Lead Charter School
Carolina Poly GITI Tire Rock Hill High School-Phase I Renovations B.D. Lee Elementary School SCC-Cherokee Campus CATE Lead Charter School
Project Address:
1000 Ex. Blvd
1001 Ex. Blvd
Not Provided
See Detailed Observations
Client Name:
Select
Chester County
Lee County
Town of Blythewood
Union County
S&ME
City of Spartanburg
Town of Mauldin
Rock Hill School District
N/A
SC DMH
Chester County Lee County Town of Blythewood Union County S&ME City of Spartanburg Town of Mauldin Rock Hill School District N/A SC DMH
Date and Time of Inspection:
Date
Weather:
Clear
Cloudy
Rain
Overcast
Authority Having Jurisdiction:
Select
Chester County
Office of State Engineer
Town of Mauldin
Town of Blythewood
City of Spartanburg
Office of School Facilities
City of Greer
City of Clemson
Town of Mauldin
Chester County Office of State Engineer Town of Mauldin Town of Blythewood City of Spartanburg Office of School Facilities City of Greer City of Clemson Town of Mauldin
Type of Inspection:
Select
Building
Mechanical
Plumbing
Electrical
Overhead
Fire Resistant Joints
Fire Alarm
Other
Structural Steel and welding
High strength bolting
SFRM
Building Mechanical Plumbing Electrical Overhead Fire Resistant Joints Fire Alarm Other Structural Steel and welding High strength bolting SFRM
Level of Inspection:
Initial
Partial
Final
Re-inspection
As requested a RCI representative was onsite to perform:
Select
underground plumbing inspection.
building framing inspection.
temporary power inspection.
insulation inspection.
gypsum board inspection.
foundation inspection.
underground electrical inspection.
underground fire suppression inspection.
electrical in-wall rough-in.
plumbing in-wall rough-in.
mechanical in-wall rough-in.
overhead inspection.
fire resistant joints inspection.
a partial hydrostatic testing of DWV system.
a partial hydrostatic testing of domestic water supply.
a partial hydrostatic of fire suppression (wet) system.
As scheduled a RCI representative was onsite for a partial hydrostatic testing of (dry) system.
lightning protection.
seismic restraint inspections for electrical components.
seismic restraints for plumbing components.
for seismic restraints for mechanical components.
suspended ceiling grid inspections.
Other-See detailed comments below.
observation of welding in accordance with AISC 360 Section N5
observation of high strength bolting in accordance with AISC 360 Section N5.
underground plumbing inspection. building framing inspection. temporary power inspection. insulation inspection. gypsum board inspection. foundation inspection. underground electrical inspection. underground fire suppression inspection. electrical in-wall rough-in. plumbing in-wall rough-in. mechanical in-wall rough-in. overhead inspection. fire resistant joints inspection. a partial hydrostatic testing of DWV system. a partial hydrostatic testing of domestic water supply. a partial hydrostatic of fire suppression (wet) system. As scheduled a RCI representative was onsite for a partial hydrostatic testing of (dry) system. lightning protection. seismic restraint inspections for electrical components. seismic restraints for plumbing components. for seismic restraints for mechanical components. suspended ceiling grid inspections. Other-See detailed comments below. observation of welding in accordance with AISC 360 Section N5 observation of high strength bolting in accordance with AISC 360 Section N5.
Detailed Observations:
Re-inspection Required:
Site Photographs:
Media
Inspection Performed by:
Select
Brian Blackwell
Josh Cross
Lynn Adams
Michael Berry
Mike Link
Keith Morton
Jimmy Davis
Mike Landford
Brian Blackwell Josh Cross Lynn Adams Michael Berry Mike Link Keith Morton Jimmy Davis Mike Landford
Inspection Results:
Generally conforms to the project drawings and specifications.
Does not conform to the project drawings and specifications.
Refer to detailed comments above.
Cancelled at arrival
Reviewed By:
link copied
Michael Berry
RCI of SC Field Report Summary
Daily field inspection report.
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