Report (151) FW: Garage slab Page 1 of 3
FW: Garage slab
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Tom Dicianno
Sent: Tuesday,July 31,2018 5:47 PM i6kg c 7v'V crk / l
To: Ken Wilde (, uIv
Attachments: 10-S6.1.pdf(18 KB) lvfl4en� c Iw f
looks like we need a footing w 16)
Tom Dicianno 6b
PROJECT MANAGER AT RIVER TERRACE
tom.dicianno@)polyponhomes.com
503-577-4160
www,sol •onhomes.com
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Rolm
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 1/51.1 0 FOR SHEAR NAILING SHEATHING. NAILING. AND
WITH SHEATHING ANCHOR BOLTS PER
LAPPED AT RIMi SHEARWALL SCHEDULE
i
i (P6 MIN. U.N 0.)
SUBFLOOR: EL. 0'-Q"
FINISH GRADE "'
=111=111=1 I LI I I j� . •
— il—III—I 11.-1 I I
1-11 . '
III 2Y4 @i 16' D.C, PONY WALL F
,;II JOIST SUPPORT W/ 1/2 DIA.
J-BOLT 48" 0,C. EMBED 6"
(CD 4
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M Q
C. SEE DETAIL 7/56.0 FOR
8" BALANCE.
f
SCALE: 3/4" =
10 TYP. EXT. FOOTI \G (SAW\ LUV3ER PRP, ;
asnx?t=att&id=RQAAAADspFgrvY... 8/14/2018