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O_ <br /> fV <br /> 50 <br /> `^m <br /> W i <br /> =tU <br /> Uw W <br /> V2 o W N <br /> �S s W <br /> V . <br /> a ww <br /> 2= <br /> mm <br /> ch <br /> a; <br /> Ei-4 <br /> W <br /> w`x <br /> ly T.I <br /> qp,1�A$yr;4l <br /> I-- <br /> I I I I a co 2 <br /> _ — LL or- <br /> I <br /> -P,--a. <br /> 41 moo^ Q <br /> O z <br /> i � 7 p <br /> [j'L FRAMING OR HARDWARE _ 7 ` ~ <br /> OT SWNOR SPECIFIED ALL FRAMING OR HARDWARE 507 Q <br /> O REMAIN UNCHANGED NOT SHOWN OR SPECIFIED 7 <br /> TO REMAIN UNCHANGED ` > <br /> o w J <br /> r w J W <br /> I _ I - <br /> LLJ <br /> I I <br /> � I <br /> I I <br /> I <br /> I � <br /> it I � <br /> 3a soi fl - W <br /> FOUNDATION PLAN NOTES LL <br /> _ _ n-Grade shall be 4 thick.Slab shy poured over Free Draining Granu er i per I P h I R pori See A h IecWral be t e O <br /> I— -J,- 1. Sla Drawings for Slab Elevation on Depress and Slope requ7ements <br /> + 5, J r————— 0 2 Consrucfon/Conhol Jo nt'n Slabs are ophonal but recom ne tiled to control crack ng When used slab areas between ldsts shall Q Q <br /> — 1 - be approx mately square and 400-sf or less U <br /> —— ----——— —�` ———— —— 3. The Contractor shall d.tann'ne.dual foot ng elevalons based on f nal graces antl site cond t ons.Bottom of Foofings shall da sel z z <br /> on competent property graded bearing sod below Frost Depth. I.L p <br /> '10)_:' OYs" 6-0 4. Anchor Bolts for Exterior Stud Walk shall be in accordance with P1-6 of h1e Shear Wall Schedule of 1/SO6,u.o.n. <br /> 5. See 10/SO6 for Simpson to USP hardware conversion table. O <br /> 3-CAR GARAGE OPTION ELEV,'A' EXTENDED GARAGE OPTION-ELEV.'A' LL <br /> — -- -------- — — <br /> LEGEND <br /> xx —' <br /> SX.X DETAlLCAU-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> k <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> E <br /> Lr� IJ FOUNDATION WALL N <br /> RAISED FOUNDATION WALL it <br /> W <br /> BEARING OR SHEAR WALL ABOVE a <br /> o <br /> CRAWL SPACE POST BELOW <br /> %X FOOTING CALL-OUT SEE 5/S07 �j o <br /> lC <br /> STEP STEP TOP OF STEM WALL <br /> „4 0 1 2 4 8 16 S02.1 A <br />