Laserfiche WebLink
QI � -- <br /> �, € biz <br /> U, _ <br /> a ww <br /> =7 <br /> !�r <br /> a. <br /> s <br /> h <br /> F13�Y <br /> zr <br /> W it , <br /> OF T. <br /> ASw�ti 1 — <br /> I 1 <br /> 5 \ <br /> _ <br /> W U <br /> w LL <br /> a = LU <br /> O <br /> Z <br /> I > I I O O <br /> S J I I � ♦- <br /> d I W <br /> T W <br /> J <br /> soy _ W <br /> I <br /> I I <br /> ALL 4 <br /> ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SPECIFIED <br /> L TO REMAIN UNCHANGED <br /> I <br /> W <br /> Z W <br /> (/ FOUNDATION PLAN NOTES: O ILL <br /> T 6rory r�ode shat(be 4 th lab shy I el etl ova a Ohni ing�iranular F�1 per Geo[ecnnical Repon-$ ArchitecWral H Q <br /> Drawn tur Sian Elevation,Depression, <br /> � and Slope repu ramanis. <br /> ---J a ConsUuction/Comrol Joint in Slabs are optional < }p noel but rewmmentlerl to co(trot crack ng Men used,clan areas between to sts shell <br /> I I' be approximately square and OUO-sf or less Q � U <br /> b 3. the Contractor shall tlatemt ne actual fooling elevat ons based on f[al glades and sne conditions.Bottom of Fuoangs shall be sat Z /'\ Z <br /> H on wmpetent properly graded bearing soil below Frost <br /> Depth, <br /> ram. L.L. <br /> ——- —--—— 4. Anchor Bolls for Exterior Stud Walls shall be in accortlance with P-6 of the Shear Wail Schedule of,VS06.��.o.n. 0 <br /> 5-0 5. See 10=6 for Simpson to USP hardware Conversion labia. O I U <br /> U 0 <br /> LEGEND <br /> t ul EXTENDED GARAGE OPTION-ELEV.'A' <br /> SX.X <br /> DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF'USD6 <br /> - SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> 'L FOUNDATION WALL N <br /> _--J <br /> ---� RAISED FOUNDATION WALL � <br /> K <br /> --� BEARING OR SHEAR WALL ABOVE <br /> a <br /> CRAWL SPACE POST BELOW o <br /> 0 <br /> XX FOOTING CALL-OUT SEE 5/S07 <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> „4 -0' it 1 2 4 e S02.1 A <br />