HomeMy WebLinkAboutBolt Inspection ReportIndustrial lnspection Services
P.O. Box l9l6
Carbondale, CO 81623
BillTo
John Rippl
PO Bor 1236
Glcnuood Springs, C0 81602
970-379-1161
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lnvoice
Date lnvoice #
10n3D024 73956
Quanti$
P.O. No.Terms Project
Net 30
Descriplion Rale Amount
l0-8.2024
horide special inspcction for tensioning ofhigh-strength A-325 bolts.'Iodalrs inspeclion activities focused on
beam to column connfftions and mid-span roof supporting beam splice conneclions utilizing the "lum ofnutn
method pcr the buikling manufacturer's instructions. Observe rvort to bring faying surfaces into full contact.
\toniror effons to achiele rhe code dcfincd "snug-tight" condition. l'his was complcted prior to match marking
and roratin-s 4.325 harduare 120 dcgrees to achiel'c a lully tcnsioned connection. lnspect all A.325 bolts to
ensurc lhis uas achieved. Ar rhe close oftoday's inspcction, the sork ofbolt tensioning as dictated in approvcd
plans of the appro.rimarelX 600 squarc foot detached garagc slructute fully appean to compll'with approved
plans and applicablc codes.
g?^f W
90.00 495.00
2lll CR I17, Glcnwood Springs Meul Building
Total $495.00