Laserfiche WebLink
Iv <br /> c. <br /> Uc s �� <br /> u o <br /> mC <br /> In <br /> J� <br /> P, <br /> C• <br /> C <br /> fleasJ, <br /> 6:0 <br /> ,: <br /> I T W <br /> 2,_D:: I —P�-6—— <br /> l�s I i l I I I <br /> II 16 ' J I O 0 <br /> P I I <br /> h <br /> iy I w <br /> I_ T <br /> , <br /> W <br /> I I m <br /> I WITALL FRAMING OR HARDWARE `s' N <br /> NOT SHOWN OR SPECIFIED <br /> f- <br /> .;v --._. <br /> I � a i <br /> TO REMAIN UNCHANGED <br /> I W <br /> cr <br /> z W <br /> I <br /> I O W <br /> I FOUNDATION PLAN NOTES. O <br /> 1 Slab-on-Grade shall ba 4"th-k.SI b shall ba poured over F O p�iranular Fill per Gee t 1 fi p rI See Arcli lactural <br /> \o0i I Draw ngs for Slab Elavaho D I nd Slope regri rem t. Z l } <br /> l —————- Z Construct onlCar hol Joint in SI-d plonal but racomn ended to control cracking When used slab a eas between to sw shall Q F— <br /> Bg - I ba approx»slaty square and 400 st or less. Q U <br /> �- - — r s— _ 3 The Contractohall detenn ne ach al footing elevations based o t final grades ands to conditions Bottom of Fool ngs shall be set 7 Z <br /> Ion <br /> ompetent prop <br /> erly graded bearing soil below Frost Depth O <br /> 4. Anchor Bolts for Etanor Stud Walls shall be in accordance with Pt-6 of the Shear Wall Schedule of 1/Su6,u,o.n, F. <br /> 5. See 10IS06 for Simpson to LISP hardware ronverswn table. O Q <br /> LEGEND <br /> 3ARAGE O_P I IJrd EXTENDED GARAGE OPTION-ELEV.'B' <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/806 <br /> SIAB-0N-GRADE PER PLAN NOTE, k <br /> L�J FOUNDATION WALL to <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE C <br /> to <br /> Ld <br /> �� CRAWL SPACE POST BELOW � <br /> (XX) FOOTING CALL•OUT SEE 5/S07 o <br /> STEP STEP TOP OF STEM WALL <br /> B" 0 , 2 4 6 16 S 02.1 B <br />