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FOSSATTI PAWLAK
<br /> STRUCTURAL ENGINEERS
<br /> 1735 Westlake Ave N,Ste 205
<br /> Seattle,WA 98109
<br /> Phone:206.456.3071
<br /> Fax:206.456.3076
<br /> www.fossatti.com
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<br /> \'� \� I I I I I REVISIONSP
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<br /> o � - — — - — - - I , - - - - - _ _ _ 7/01/19 PERMIT REVISIONS
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<br /> L l A 9/17/19 PERMIT REVISIONS
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<br /> 5/28/19 19-042
<br /> DATE JOB#
<br /> TCB FPP
<br /> DESIGN CHECKED
<br /> I I I I I I I I I I I BDS AS NOTED
<br /> DRAWN SCALE
<br /> CI) K CI) El) (ID I CI) C D C O 0
<br /> NOTES:
<br /> 1. SEE ARCH FOR DIMENSIONS.
<br /> 2. wair INDICATES SHEAR WALL ABOVE..
<br /> 3. INDICATES HOLD-DOWN TYPE OR MARK FOR ENGINEERED HOLD-DOWN AT THE LEVEL INDICATED IN
<br /> `1 THE SHEET TITLE. HOLD-DOWN TYPE TO REMAIN THE SAME UNTIL HOLD-DOWN TERMINATES
<br /> 4. SEE 2/S4.5 FOR HOLD DOWN SCHEDULE..
<br /> 5. ALL STUDS AND PLATES TO BE DOUG-FIR #2.
<br /> 6. BETWEEN L2 & L3:
<br /> ALL DEMISING WALLS TO BE 2X6 DF#2 ON 2X6 PLATES ® 16"OC. SHEET TITLE
<br /> ALL EXTERIOR WALLS & CORRIDOR WALLS TO BE 2X6 DF #2 © 16"0C.
<br /> ALL INTERIOR NON-LOAD BEARING WALLS TO BE 2X4 DF #2 @ 16"0C.
<br /> 7. POST SIZES CALLED OUT ARE TO REMAIN THE SAME SIZE UNTIL POST TERMINATES.
<br /> 8. SEE S4.X SERIES SHEETS FOR TYPICAL WOOD FRAMING DETAILS.
<br /> 9. SEE ARCH FOR NON-STRUCTURAL WALLS AND 2/S4.1 FOR ATTACHMENT TO STRUCTURE. L2
<br /> 10. WALLS SHOWN ARE ABOVE CONCRETE SLAB. FRAMING PLAN
<br /> II) SHEET NO.
<br /> S 2 . 2-3
<br /> L2 FRAMING PLAN 3/32,,=1,-0,, 3
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