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Report (150) • FW: Garage slab Page 1 of 3 FW: Garage slab /V1 67-2al 00 )1%7 Tom Dicianno Sent: Tuesday,July 31,2018 5:47 PM To: Ken Attachments: 10-S6.l.pdf(18 KB) I(Gtj9 41n& E (moot !JV .p looks like we need a footing iSc4"W 'i OP d1 b01 L_ '* ft' Tom Dicianno PROJECT MANAGER AT RIVER TERRACE tom.dicianno©polycionhomes.com 503-577-4160 www.•ol fonhornes.com 'Mani kon From: Arne Solomon [ASolomon@ctengineering.com] Sent: Tuesday, July 31, 2018 4:59 PM To: Tom Dicianno Subject: RE: Garage slab Tom, We need to support the (2)2x garage floor joists on a 2x4 cripple stud wall adjacent to the concrete stem wall similar to detail 10/S6.1 (see attached). The stud wall must have full bearing on the concrete footing. We can't use a 4x12 header& post down at each end and at the center because that would require a footing bigger than the concrete stem wall footing. FYI —I'm out of the office tomorrow at various meetings but will be back on Thursday. Thanks. Arne Arnold R. Solomon asolomon@ctengineering.com CT ENGINEERING Inc. Structural Engineers • 180 Nickerson Street • Suite 302 • • Seattle, Washington 98109 • • Phone: 206-285-4512 ext. 303 • Fax: 206-285-0618 • www.ctengineering.com From:Tom Dicianno [mailto:Tom.Dicianno@polygonhomes.com] Sent: Monday,July 30,2018 5:25 PM To:Arne Solomon<ASolomon@ctengineering.com> https://www.lyonsync.com/owa/?ae=Item&t=IPM.Note&id=RgAAAADspFqrvYXJTKTI... 8/14/2018 Page 1 of 1 • BEGIN FRAMING LAYOUT REFERENCE 1/S1.1 FOR SHEAR NAILING SHEAIHING. NAILING. AND WIIH SHEATHING ANCHOR BOLIS PER LAPPED AT RIM SHEARWALL SCHEDULE (P6 MIN. UJ10.) .41 SUBFLOOP: EL, C-ID FINISH GRADE 1=111=11 II I El 11E1 117--E1 I 1E-1 I • • a ill 2:x4 16" D.C. PONY WALL F JOIST SUPPORT w/ 1/2 Dix J-BDLI (3) 218" 0,0. EMBED 6" ! ; ts OD \ % 174-17--I I C SEE DETAIL .7/56.0 FOR 8" BALANCE. / 11-4" / / SCALE: 3/4'` = 10 TYR EXT. FOOTI \ G (SAWN LUIv3ER PERP. , https://www.lyonsync.com/owa/WebReadyViewBody.aspx?t=att&id-RgAAAADspFqrvY... 8/1 4/20 1 8