HomeMy WebLinkAboutSteel Inspection ReportsWest Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Report #1
Page 1 of 1
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I)ates:7-5-6
Project: Residence Roaring Fork Mesa-Lot 8
Address: 918 Brookie Ln. Carbondale, CO
Buitding Permit No: BLRE -04't6-4129
General Contractor: Janckila Construction Inc.
Contractor that Performed Work: Myers & Co
of fabrication or field work at site: Field
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at the steel beam to column moment connections steel frames grid lines 4 &' 5.
Above inspections included verification of welder qualifications, use of proper
welding electrodes/materials, inspection ofjoint preparation, inspection of the root
pass welds, inspection of some of the intermediate weld pass layers, and a final
inspection of the cap pass welds. Fillet welding was also inspected at the plate
washers (column base to anchor bolt connections) along with the high strength
A325 bolting at the steel connections at the same steel frames.
The field welding & high strength bolting inspected above appeared to be in
substantial conformance with the construction documents, and the quality
requirements of the AIYS Dl.l Structural Welding Code & the AISC/RCSC
Specification for A325 I A490 bolting.
DouglmE,Young
Inspector/Technician: Douglas E Young
Inspector
Dorlglas E Young
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WEST SLOPE TESTING & INSPECTION LLC
3177 Glendam Dr
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
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Page I of 1
Garfield County Building Inspection Dept.
108 8th St., Suite 401
Glenwood Springs, CO 81601
Please find enclosed special inspection report for residence at 918 Brookie
Ln. In Aspen Glen.
Thank You; Doug Young
W'est Slope Testing & Inspection LLC
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
I 7-
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Report #1
Page 1 of I
rn process
4 &,5.
Project: Residence Roaring Fork Mesa-Lot 8
Address: 918 Brookie Ln. Carbondale, CO
BuÍldÍng Permit No: BLRE -04-16'4129
General Contractor: Janckila Construction Inc-
Contractor that Performed Work Myers & Co
fabrication or field work at site: Fieldof
Report
at the steel beam to column moment connections steel frames grid lines
Above inspections included verification of welder qualifications, use ofproper
welding eiecfodes/materials, inspection ofjoint preparation, inspection of the root
pu5 *èlds, inspection of some of the intermediate weld pass layers, and a final
inspection of the cap pass welds. Fillet welding was also inspected at the plate
*u*h*tr (column base to anchor bolt connections) along with the high strength
A325 bolting at the steel connections at the same steel frames.
The field welding & high strength bolting inspected above appeared to be in
substantial conformance with the construction documents, and the qualþ
requirements of the AV/S D1.1 Structural lMelding Code & the AISC/RCSC
Specification for A325 I A490 bolting.
IloughrB, Young
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Inspector/Technician: Douglas E Young
lnspector
Douglas E Young
cw 96070131
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