Laserfiche WebLink
�s <br /> N� <br /> W rz <br /> l7 i0 <br /> O rL <br /> U <br /> IL 4 Ww <br /> o� <br /> m° <br /> m <br /> rz <br /> z <br /> 3_= <br /> u2. <br /> � �eTAdeT <br /> SH,N <br /> I <br /> OO (D <br /> LU— — - — -- <br /> - —J -J JL U <br /> Q <br /> I L ' <br /> O z <br /> I i � � <br /> ALL FRAMING OR HARDWARE t ~ALL FRAMING OR HARDWARE 507 7 Q <br /> NOT SHOWN OR SPECIFIED - _ NOT SHOWN OR SPECIFIED L <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED - - LLI <br /> > <br /> L <br /> I w <br /> I I <br /> I c I <br /> I. I <br /> II w <br /> z W <br /> FOUNDATION PLAN NOTES ILL. <br /> __J t Stab-on-Sha........ <br /> eshallbe 4 lh ck Slab shall be poured over Free Draining Granular Fill per Geotechnical Report See Architectural z Q <br /> I 11—i gs for Slab Elevation Depression and Slope requirements } <br /> z Cornhucfion/Con trol Joint'n Slahs ar pp y q re and 400 sf or.Sonal but recommended to control cma,ng When used slab areas between joists shall Q Q — <br /> V <br /> Pt-6 °1 <br /> - 3 The Contractor shall delenri ne actual footing elevations based on final grades and site conditions.Boftom of Footings shall be set Z <br /> on competent,properly graded bearing soil bebw Frost Depth. O <br /> 10 <br /> 0Y,_" U%" 5-0 4. Anchor Bolls for Exterier Stud Walls shall be In accordance witn Pt-G of the Shear Wall Schedule of 1/506,u.o.n. F.- <br /> 5. See 10/S06 for Simpson to USP hardware conversion table. O V <br /> 3-CAR GARAGE OPTION-ELEV.'B EXTENDED GARAGE OPTION-ELEV.'B' LL U) <br /> _ cn <br /> ------- - ----___----- LEGEND <br /> XX � <br /> SX.X DETAIL CALL-OUT <br /> Pt-X I ANCHOR BOLTS FOR SHEAR WALLABOVE PER SCHEDULE OF t/S06 <br /> SLAB-ON-GRADE PER PLAN NOTE t <br /> --- Oo <br /> L0� FOUNDATION WALL � <br /> y <br /> F i <br /> RAISED FOUNDATION WALL <br /> LU <br /> (� BEARING OR SHEAR WALL ABOVE d- <br /> co <br /> CRAWL SPACE POST BELOW <br /> F <br /> XX FOOTING CALL-OUT SEE 51S07 W o <br /> STEP STEP TOP OF STEM WALL 0 1 2 4 B 16 S02. B <br />