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8 <br /> 7p <br /> N m <br /> W 7 Z <br /> '= S 1C- <br /> ? v <br /> in <br /> W <br /> 30'-0" :.Uo wIn <br /> (`= i w3 <br /> U J-j <br /> a =w <br /> SLAB-ON-GRADE Om <br /> STOOP <br /> m <br /> t` <br /> 3 <br /> r ... — T� — — R <br /> r ----------- — -- <br /> — sTuWc;r —— —— - <br /> I' REBAR 18'• <br /> (3 PLACES) <br /> W ^_ <br /> z <br /> S07 <br /> Q�FQ T,P I i TYP <br /> 4 <br /> S07 �ofTASH,N <br /> ® I ® I ® I ® II 11 <br /> L L J L J L J .J <br /> J 18 18 10 18 18dL� <br /> o s-s^ s's^ s'-sY." s'-s' z-o >aw <br /> 14 I <br /> r I I a,_1„ <br /> 1Bl <br /> H <br /> 3/q JF <br /> ® ® II LL <br /> loaJIJ .IL-J LrJ <br /> - sY �� WJ : - <br /> _—— Q <br /> 11 Q <br /> e <br /> ® I ® II i l z <br /> L+J LI1J1 - I O <br /> co <br /> o ?-o^ —V-SYz"_ r- z�^ 1s sY Co a L1J � I W <br /> SLAB-ON-GRADE <br /> PER PLAN NOTE 1 = <br /> oil I (ELEV VARIES) I 2 4 <br /> S07 <br /> 1 <br /> _ 0" s'-BYi z'o <br /> ALL FRAMING OR HARDWARE I J I _ w <br /> NOT SHOWN OR SPECIFIEC - I I l, - - I <br /> TO REMAIN UNCHANGED I !fI I W <br /> � � <br /> W <br /> Ill I Y � ) � I C► <br /> III - I - a FOUNDATION PLAN NOTES' <br /> •- - rEe Dra ning ranular F per Geotechniw epod. ee ArchilecNral <br /> — I I O rp ,� TTab on Grede she 4 th ck Sla shall be pouretl over �`• <br /> L—STUB OUT- J I L4 MI _,TEM STEP I STUB OUT STEP I tir m 3 I I Draw ngs for Slab Elevation Depression and Slope requ rem='W' <br /> REAR 18' P.AISE I I-' REBAR 18' ^ - z. Construct on/control Jo nt n Slabs are optional but recommended to control cracking.When used,Slab areas between joists shall <br /> �NPLi =.TURN I L_- - J _ <br /> (3 PLACES) _ __ 3 PLACES 36 - STEM .STEP <br /> gY L—(— ) J — I be approximately square and 400-Sf or less C) V <br /> 2 STE� J 3. The Contractor shall determine actual footn elevatons based on final grades and site contl bons.Bottom of Footings shall be set <br /> r-————— —1 — _ �1 _— — r ____— —— __ r on competent property graded bearing soil below Frost Depth _ <br /> STEP I pP9-2 �— J —— 4. Anchor Botls for Eller or Slud Walls shall be m accordance wfn P16 of the Shear Wall Schedule of 11S16,u o n O <br /> Pi-2 PER SQ 5. See 10/506 for Simpson Co USP hardware conversion table. <br /> ry STEP -A'n — -- STEP N 137507 LL <br /> if1 I �I SLAB-ON-GRADE - : _ J,C I (H=d'-0'� LEGEND <br /> -- PORCH — <br /> L� REFER T:-RCH'L SECTION <br /> ATTACH 2x PORCH WALLS D38A FOR RONT PORCH DETAIL CALL-OUT S07 SLA&ON-GRADE SX X <br /> DIRECTLY TO PORCH SLAB FOUNDA'I .J CONSTRUCTION <br /> REFERR T TO ARCH'L SECTION HD HD PORCH <br /> S07 PER 6 2 P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> O <br /> 038/4 FOR FRONT PORCH 1'-6" 7'-BY2' 1'-6" 15'-3" 2'-OY4" 3 10`02' FOUNDATION CONSTRUCTION 2-O4 SV18-ON-GRADE PER PLAN NOTE 1 <br /> 30'-0" do <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' FOUNDATION WALL to <br /> I- <br /> RAISED FOUNDATION WALL K <br /> BEARING OR SHEAR WALL ABOVE d <br /> y W o <br /> .LnIJ% CRAWL SPACE POST BELOW � a <br /> OFOOTING CALL-OUT SEE 5/S07 w o <br /> K <br /> STEP STEP TOP OF STEM WALL 0 1 2 a B 16 S 0 2 6 <br /> I <br />