Laserfiche WebLink
nu <br /> x <br /> LU r <br /> Ur C <br /> pl � sI <br /> E G 2 <br /> w= <br /> U.O 41? <br /> 0 <br /> mP. <br /> Ji <br /> V�aa:I FI <br /> . <br /> p b <br /> W ty <br /> W <br /> I <br /> T. <br /> Lie, <br /> CIO <br /> z <br /> 63 <br /> �=y W <br /> w <br /> au; <br /> soT I I � W <br /> II a <br /> ALL FRAMING OhH/.kLV IRE _ ALL FRAMING OR HARDWARE ut c <br /> NOT SHOWN OH SPECIFIED NOT SHOWN O SPECIFIED <br /> a <br /> TO REMAIN L1Iv"I-I R ECIFIED <br /> ANGE C <br /> C TO REMAIN UNCHANGED I I <br /> I I � <br /> LLJ <br /> Z w <br /> LU <br /> FOUNDATION PLAN NOTESLL <br /> rea a Snail be 4 thick.SIa�ITe pouretl brae Dra nilg anula F1I pe eotechmcal Repo t tecW21 O Q <br /> -r 7 <br /> .y I S07 Drawings for Slab Elava�an.Daprassicn and Slope requ'remenls � L } <br /> 2 Construction/Control Joint in Slabs are optional but recommended to control cracking.When unad,slab areas between is shall I—r- <br /> oia Q <br /> be approximately square and 400-af or lass o <br /> o 3 t he Co tractor shall delerin ne actual fooling eleval ons based o t final grades ands to condtons.Baton,of Footings shall be set 7 (� Z <br /> L-- - i�l on competent properly graded bearing soil below Frost Depth 4. Ancrtor Bolts for Exterior Stud Walls shall be In accordance with P'I-b of the Shearmm Schedule of I/Sufi n n. <br /> O <br /> 5. Sea 1 D/S06 for Sim O 1 F....�----5-'•-- � � 6-D peon to USP hertlware w lver90n table. _(.) <br /> LEGEND <br /> 3-CAR GARAGE OP rI01'J-ELEv EXTENDED GARAGE OPTION-ELEV.'A' <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF,/S06 <br /> SLAB-ON-GRADE PER PLAN NOTE, <br /> CO FOUNDATION WALL j <br /> RAISED FOUNDATION WALL ~ <br /> K <br /> w <br /> �] BEARING OR SHEAR WALL ABOVE n <br /> wob <br /> CRAWL SPACE POST BELOW O <br /> XX FOOTING CALL-OUT SEE 5/S07 o <br /> STEP STEP TOP OF STEM WALL 1/4'=1'-0•• 0 1 2 4 6 16 S02.1 1 A <br />