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HomeMy WebLinkAboutMiscellaneous Construction Specification 2010-2-15 . ". \. ., r, \~ " 'fIP' . ~ ,,\" .' ~-, . e (jCj- r::iltp . rl~ C/A," 7 Qeoma~ February 15, 2010 PROFESSIONAL ENGINEERS LAND SURVEYORS BUILDING DESIGNERS 806 N. NINTH STREET COTTAGE GROVE, OREGON 97424 . TELEPHONE: (541) 942-0126 FAX: (541) 942-7935 . Wade Stevens W.A. Stevens Construction P.O. Box 1078 Creswell, OR 97426 . Re: Special inspection, 1815 Main St, Springfield, OR On February 10, 2010, at your request, Geomax observed the placement of wedge anchors at the address referenced above. . Weather was overcast with scattered showers, 420. Specifications call for 1I2"x 4" Hilti Quik Bolt II expansion anchors at each side of interior columns for the first two purlin lines at each interior wall. 1I2"x 4" Redhead TruboIt wedge anchors were used and are an acceptable alternate. 1I2"x 3 3/4" holes were drilled and blown out prior to setting anchors. Anchors were set in conformance with manufactures specifications and approved construction documents. A total of 8 anchors were set. Sincerely, Geomax, Inc.' . /"0WLv ~~ Richard L. Christian E.LT., AmD Principal Designer . ., ~~ 1b~.1 ~ " . ,~ - ._.'-.' ......'-. ~ " Qeo",a~ March 1,2010 PROFESSIONAL ENGINEERS LAND SURVEYORS BUILDING DESIGNERS 806 N: NINTH STREET COTTAGE GROVE, OREGON 97424 TELEPHONE: (541) 942.0126 FAX: (541) 942.7935 Mr. Wade Stevens W A Stevens Construction P.O. Box 1078 Creswell, OR 97426 RE: Section of Front CMU Pony Wall Dear Wade: Attached is a construction sketch of the typical wall section through the front CMU pony wall. The wall as designed and depicted will meet current code requirements for load resistance and structural stability. If you have any other questions or concerns, please do not hesitate to call me.. Yours truly, ~ Ronal . Rice, P.E~..~.S. Senior Principal end:, Sketch of front CMUponywall and connection to upper cold formed steel wall t V :\Projects\2008\I182\Wpdocs\stevens-frnt=wall-sketch.30 1 Page I of I ( , ..~ .J ~_,. ... '. ",:i "r , i'i"\ . ' ' . ~ ' ExPIREs: \'2.:> \ . \ VS . ..~ , . .. ~ :..... . , . ~ '. WALL p BUILDING WALL 1/2"x8" ANCHOR BOLTS @ 36" OIC BOND BEAM wi 1-#4 BAR CONT. 8" CMU, GROUT SOLID #4 BARS VERT. @ 48 OIC CONC. MONO FOOTING wi 2-#4 BARS CONT. D ET AI L 1/2"=1'-0" WAll DETAil CI--IAN FAMilY, llC SPRINGFIELD, OR Qell",ax INC. ENGINEERING, LAND SJRvEYIN6, BUILDING DESIGN 80611 NIIIIIl 511<!ET COTTAUE GRM. OREOON 91424 1B.fFHOIE- (41) 942-0126 FAX- 5411 942-193!; DRAWN- C>lECKEDj....., RL.C.. KD.R. DATE> 2/20/10 JOIHIO.' 1-182 eHT, 20F 2 '(.4