Laserfiche WebLink
h, <br /> 5s <br /> W -s <br /> t7 3G <br /> p € v <br /> o k z <br /> Vp <br /> Iyx w <br /> U, o J-j <br /> a, 4 <br /> __ <br /> m", <br /> m <br /> s <br /> n <br /> W�j^5a <br /> G�i 3C <br /> zsr <br /> 1ASN <br /> �I I wl _ I <br /> _. <br /> LLi <br /> P56 ——— P16 --J 1-5 J <br /> LL <br /> — -- LL <br /> z U' <br /> O Z <br /> I I O <br /> I I i <br /> i ALL I RAIvIIIVid RDWARE I .I. -, Q <br /> � ALL FRAMING OR HARDWARE <br /> I S07 NOT SHOWN a :.i ECIFIED I S07 - NOT SHOWN OR SPECIFIED <br /> TO REMAIN I'v: .4NGED I I TO REMAIN UNCHANGED Z w <br /> a I I I w W <br /> w <br /> w <br /> F O W <br /> 507 R FOUNDATION PLAN NOTES LL <br /> , 1 Slab omGrade shall be 4 thick Slab shall be poured over Free Draining Granular Fill per Geoted-cal Report.See Arch tedural <br /> --- - =— Draw ngs for Slab Elevation,Depression,and Slope requirements z O <br /> — — — - 2 Construction/Corrbol Joint in Slabs are opt anal but recommended to control cracking <br /> P7- When uS,d,slab areas between joists shall Q <br /> iv — —— be app—mately square and 400-ef or less. <br /> ry -_— -—i U— — — ——— 3 The Contractor shall determ ne actual footing elevations based on final grades and site conditions.Bottom of Fooling,shall be sal z n Z <br /> on compelent,properly graded bearing sod below Frost Depth. ^ <br /> 1�y` 8'-3" 10J�z' 4. Anchor Bolls for Exterior Stud Walls shall be in accordands with P1-6 of the Shear Wall SchedWe of 1/S06,u o n- F- <br /> 5. See tO/SOS for Simpson to USP hardware conversion fable. O U <br /> EXTENDED GARAGE OPTION-ELEV.'A' 3-CAR GARAGE OPTION-ELEV.'A' u- <br /> - ---------------— - LEGEND <br /> XX � <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 F <br /> 0 FOUNDATION WALL <br /> r <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE n' <br /> Q N <br /> ®®® CRAWL SPACE POST BELOW O <br /> OFOOTING CALL-OUT SEE SIS07 W +.+ <br /> STEP STEP TOP OF STEM WALL <br /> 0 <br /> 1 2 4 8 16 <br /> S02.1A(M) <br />