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Project Name:
Family Dollar Fort Pierce
Project No.:
J17-162
Client:
Caries Barrios
X Initial Inspection
Structural Members:
(BOldiUnder ine)
DAILY REPORT
STRUCTURAL STEEL
Bolted Connections
ReinspectlonMate of Previous Inca.:
Beams Columns Girders
Other. Wall
Sheet: 1
Date: 2/23118
Weather: Partly Cloudy
51,f\%J r_L..
Bar Joist BradnAT Trusse#`
St. Lucie C011
Floor Level (Floor or Elevation): Roof Location (Column Lines): Colums 1 though 5. Grid lines A though F
and anchor Boots on colums 1-8,3,4.D
Plans Reference w/Dates & RFrs: Ceco BLDG systems 11129117-E8,E9,E13,Mathew Bru shabe,P.E&S102Generel notas,7112117-US
Bon Type
Bolt sae
Bolt Appearance
Connection Appearance
Batt Storage
Skidmore Test
X
X
X
X
A- Par Project plans and specifications
-B: Doesnot meet project plans and specifications
N/A: Not Applicable
X
X
Deficiencies or Other Comments: No Deficiencies were noted
Finger Tight
Snug Tight
Tum-0f-Nut
Calibrated Wrench
Twist-0ff-Type
Direct Tension4ndicator
Technician: A. Zapppulia Inspection Time: 6
Reinspection Time:
Copies To, Total:
Blue Marlin Engineering, 102 Drennen Road, Orlando, Florida 32806 (Phone) 407-4174464 Fax (321) 710-2483
6UANNtU
BY
St. Lucie Cnnntx
Project Name:
Family Dollar Fort Pierce
Project No.:
J17-162
Client:
Carlos Barrios
DAILY REPORT
STRUCTURAL STEEL
Bo/ted Connections
X Initial Inspection Reinspedion/Date of Previous Insp.:
Sheet: 1
Date: 2123/18
Weather. Partly Cloudy
Structural Members: Beams Columns Girders Bar Joist Bracing Trusses
(BoldlUnderline)
Other. Wall Sheetmo
Floor Levpl (Floor or Elevation): Roof Location (Column Lines): Colums 1 though 5, Grid Ones A though F
and anchor Boots on colums 1-8,3,4D
Plans Reference w/Dates 8 RFrs: Ceco BLDG systems 11129117-E8,E9,E13,Mathew Bmeshabe,P.E&SI02Generai notm,7/12/17-LIS
Bolt Type
Bolt Sae
Bolt Appearance
Connection Appearance
Bolt Storage
Skidmore Test
A B N/A
A Per project plans and specifications
B: Does not meet project plans and specifications
NIA Not Applicable
Deficiencies or Other Comments: No Deficiencies were noted
Finger Tight
Snug Tight
TurnOf-Nut
Calibrated Wrench
Twist -Off -Type
Direct-Tensionandicator
Technician: A. Zapppulla Inspection Time:
Reinspedion Time:
Copies To: Total:
6
Blue Marlin Engineering, 102 Drennen Road, Orlando, Florida 32806 (Phone) 407-4174464 Fax (321) 710-2483
Project Name:
Family Dollar Fort Pierce
Project No.:
J17-162
Client:
Carlos Barrios
X Initial Inspection
DAILY REPORT
STRUCTURAL STEEL
Bo/ted Connections
Reinspection/Date of Previous Insp.:
Sheet: 1
Date: 2123/18
Weather. Partly Cloudy
Structural Members: Beams Columns Girders Bar.loist Bracing Trusses
(BoldlUndedine)
Other. Wall Sheeting
Floor Level (Floor or Elevation): Roof Location (Column Lines): Colums 1 though 5, Grid lines A though F
and anchor Solfis on colums 1-8,3AD
Plans Reference wMates & Ws: Cem BLDG systems 11/29/17-E8,E9,E13,Mathew Brueshabe,P.E&S102General notes,7/121174LIS
Bolt Type
Bolt Sae
Bolt Appearance
Connection Appearance
Bolt Storage
Skidmore Test
A B NIA
A. Per project plans and sp, fieatons
B: Dow not meet project plans and specifications
WA Not Applicable
Deficiencies or Other Comments: No Deficiencies were noted
Finger Tight
Snug Tight
Turn -Of -Nut
Calibrated Wrench
Twist -Off --Type
DirectTension4ndicator
A B WA
Technician: A. Zapppulla Inspection Time: 6
Reinspection Tune:
Copies To: Total:
Blue Marlin Engineering, 102 Drennan Road, Orlando, Florida 32806 (Phone) 407-417-4464 Fax (321) 710-2483