Loading...
Plans (29) Sherman 1=ngineerIng, Inc. (503) 230-8876 Ph 410 NW Kearney#517, Portiand, OR 97209 (503) 226-4745 Fax MEMORANDUM 577,)--60Cp TO: Mr. Peter Magaro,Architect 53 5^2 G607c/ s7 10570 SW Citation Drive Beaverton, OR 97008 p - DATE: June 13, 2007 I ^J 5 3c-i O FROM: Don P Sherman, PE Principal RE: Cedar Ridge plans Hillsboro, Oregon NOTE: This memo is to inform you of our recommendations for a clarification and a change to the original design. On our design we only show one holdown in corners with abutting shear walls because the design forces are required in one direction at a time and one holdown may work for both directions. Make a note that the larger of the two holdowns must be used. Also we understand a STHD14 holdown has been misplaced. We recommend using a HTT22 in a epoxy setting per our detail RI. If you have any questions please give me a call. ra .40-P119N CC: Dean Grey @ Comcast.net MOMS: 1: Pile-Magaro061307.doc 1 ..i icrci ip t Nb l Ntti�I NC,, INC,. I�lo NH KEARNEr,lel/PORTLAN 7,OR 97209 I 1 (503) 226-4145 FAX (503)230-8816 PHONE GET2A42 Ppb ra i (liVie-Ir ; A. crvi \ milky . F.T.*gf,= :. --jr-_730!Vil --ir- --•-v-- NOTE: PROVIDE EDGE )1 I( SIMPSON HTT22 NAILING PER I HOLDOWN TO DBL STUD PLAN ® STUDS I 1 I I I I EXIST FOUND---\\I 4 . u II _____.,„ a II 4 z d ° II F A v ° d II IN LI ° II Tr ° 4 4 ..<\.\\._5/8" DIA THRD ROD 4 0 °Q ° IN SIMPSON SET ,f ADHESIVE EPDXY V SPECIAL INSPECTION REM) (P::6 ) HO!DOV1\ii EX I ST FOUNDATION +tLDH"1-22A SCALE: I" ` f. O"