Report (46) (167 01'9 - 00 a s h 11911-✓ s w S v/YIP-e+C (3 roc,K.
MULHERN+KULP
RESIDENTIAL
300 Brookside Avenue.Building 4.Ambler,PA 19002 p 215-646-8001 moIhernkulp.corn
August 13,2019
Jeremy Hammon
DAVID WEEKLEY HOMES
1905 NW 169th Place Suite 210
Beaverton,OR 97006
SUMMERBROOK - LOT 11
7893 Model
JOIST BEARING
M+K Project#: 211-18019
Reference
Structura'plans,prevaredbyMulhem d K*
As-Built Photos,provided by Da vid Weekley Homes
Jeremy,
Pursuant to your request,we have prepared this letter to address the 1st floor TJI floor joist bearing at the above referenced lot in the
Summerbrook Community.It has been reported to our office that the 9 '1z"TJI 110 series floor joists @ 32"o.c.were pocketed into the
foundation walls and have 2"-2.25"of bearing.Per PRSC R502.6 and the provided structural plans, 3"of bearing is required.Please
note that a representative from our office has not visited the site to confirm these conditions,but photos were provided.
Based on our evaluation,the as-built floor joists with 2"(min.)of bearing are adequate to support the code required loads tributary to
each joist.No further action is required.
Please feel free to call if you have any questions.
Respectfully, <<:(‘EO PROFFS
\AGINEFR SAO
MULHERN&KULP STRUCTURAL ENGINEERING,INC. �<cr 2p
93737PE
Nicholas J.Dastalfo Project Engineer 11.4,;(., ,I,yI •
Nicholas J.Martignetd,P.E. Project Manager - - Illy OREGON cbAr
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P.K2ient Filea1211-David Weeldey-PDR12018118019-7893 MC 1etCA12019-08-13-68020011 Joist Begnng12019.08-13-Lot 68020011-Joist Beenng.doac