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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-10-26 Page 1 of 1 Curt Dawson From: To: "Enk kunkel" <ekunkel@hohbach-lewln com> "David Schmitz" <schmltz@bdarch net>, "Anne DeLaney" <delaney@bdarch net>, "Curt Dawson" <curtdawson@mellJconstructlon com> Thursday, October 26,2006742 AM RevIsion to the Royal BUilding Site VISit Report Dated 10-18-06 Sent: Subject: DaVid/Anne/Curt, This IS an emall revIsing action Item #3 In the Royal bUilding site VISit report dated 10-18-06 ActIon Item #3 should state that no action is required Instead of the dowels needing epoxy and that special inspection IS required Sorry for this confusion Erik S Kunkel, P,E Project Engmeer Hohbach-Lewin Inc. Struchl1'al Engineers 296 E 5th Ave, SUite 302 Eugene, OR 97401 (P) 541-349-1701 (F) 541-349-1702 coL{1 00 LIP r / ~ S tJ'7 11/7/2006 Page 1 of 2 ~, ~ HOHBACH-LEWIN, INC. structural ertgmeer.. 296 East 5th Ave SUIte 302, Eugene OR 97401 Phon~:('511) 319-1701 FiiY ('541;' J49 ~70L SITE VISIT REPORT Date: October 18, 2006 Project: The Royal BUilding Hohbach-lewln, Inc Project No #3031 Date of Visit: October 10, 2006 Architect: Bergsund Delaney Architecture and Planning Contractor: Melli Construction Hohbach-Lewin, Inc. Representative: Erik Kunkel Present: Curt Dawson (Melli Construction) Copies to BOA/David Schmitz (683-1136f) & Curt Dawson (747-8052 f) Purpose of Visit: The purpose of the site VISit was to observe the footing reinforcement and the general construction of the project Observations 1) Excavation for all footings has been completed 2) All footing steps have been dug except for the southeastern footing step In the thickened slab edge 3) The eXisting CMU wall footing has been cut back to the face of the CMU wall and the holes for the epoxy dowels Into the thickened slab edge have been drilled 4) The reinforcement for the spread and continuous footings In the northern half of the bUilding has been placed, to Include dowels for the concrete and CMU walls, dowels for the concrete columns, extra Jamb bars for the concrete walls at the western stair well and footing corner bars Extra Jamb bars for the north and south concrete walls at the eastern stair well were not Installed 5) The reinforcement for the spread and continuous footings In the southern half of the bUilding was In the process of being placed 6) The electrical transformer concrete vault, at the south end of the bUilding, has been placed 7) Footing dowels at storefront areas are longer than required for the 14" high concrete curb and the two-and-a-half course CMU stem wall T\3031 - Royal BUlldmg\(K) Construction Support\Slte VISit Reports\ 10 12 06-ESK-A doc . ' Page 2 of 2 Action Recommended: 1) No action required 2) No action required other than digging the footing step at the southeastern footing step 3) Contractor to Install dowels In epoxy per 6/85 3 and provide special inspection per 81 0 sheet 4) Contractor to Install the extra #7 Jamb bars In the northern and southern concrete walls as shown on plan 5) Contractor to continue Installing the rebar per structural drawings and provide special Inspection per 81 0 sheet 6) No action required 7) Contractor to cut dowels to the required length T \3031 - Royal BUlldmg\(K) Construction Support\Slte VISit Reports\] 0 12 06-ESK-A doc